Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1701 W 1 St Plans 05-3687 Plans
r,'� �,, � `� . `--`� • e, -S io t 6 -S -2 -2 'J s CHU RCP c CONC. c.: GRnSS MEDiAN UG WATER -- — WATER ST-5 �r 19" RCP 8" VCP I— ) ST. GERTFUDE AVESP)A► � a ';2' ASPHALT PA'!EMENr (EAS'TBOUND LAHF C'F 0I14DED HIGHWAY) 10� .0' RIPE I T- Or- WAY r _.—.------_ .._... -- WATER FIR I !ORIGINAL TIER ST-30HU ---- -- -- -- -- - J - _.- - - - ----- 5_ 36" RCP ORIGINAL TiER LINE-7 ----- FIR 1- �o— -NEW 6' HIGH BLACK VINYL �o I _ COATED CHAINLINK FENCE 20T ' UTILITY EAS^EMET•IT 70 AF .INiTAII.ER4& .UUNtl- — — — iTERIMETER OF RETENTION I ---._ _ - - - POND i Imesrne� ran wvasa rvrsamr+ — w�.'�n — "s+v Tee � o----�-- ma,®a ¢nsvarrn ,"-.wnnr rmr*�+ w.�� resew �nrww wrsi � w�.w I _ N o I m Y HIGH INTENSIT 1 1 STOP SIGN EE DTL THIS SHT.) 35' S-1 SANITARY SEWER MANHOLE - INVERT W. 18" VCP EL=1f.84' INVERT E. 12" VCR EL=12.14' 18" VCR - (13) 10'X20- STANDARD y (2) 12'X20' STANDARD (8) 10'X?_0' STANDARD- ro 3'R o --- -- -PARKING SPACES PARKING SPACES W/ PARKING SPACES (4) 10 X20' STANDARD w LOADINGPARKING SPACES _ N. (4) iO'X20' STANDARD1 i PARKING SPACES-•- "i _9 i __._._ �.g•R � � �' 5'R I • w mrnr dermmmm "wm - LANDSCAPE NEW PRECAST SAN. SEWER - I 4M D NG, T. 4" D o c. T,6. MANHOLE (SEE U-2 FOR OTLS) - L 30' x 35' \ \ -20' LONG, i.?. _ CXFIDP� \\ ST IPI _ SrF�IPING \ NN�`��� \� \ ` \ ` RB6 SE D. T. q S �) \ \ �\ ---- �. \ \� \ `',. \ \• \<. \ \ `� ASPFIAI_T \ \ \ \ �,\ \\ \\ ` \(TYR� �� \ ` \ \ \ \ \ \ \ \ \ \ _ _ -L "� - \ BAR f2-.� APE Ot '. - - NEW YARD rLIGHT -(I (') r' WHITE T.P. NEW ARE LANE TO RE - CROSSWALK STRIPED PER CITY _ SPECIFICATIONS ^ NEW (3) IYX20' (�STD. i �Sr'fIALT ui PARKING SPACES U ---- - -- in NEW-/ --- - - 1 -n'R ` z �5PHALT I -no .M. .Ai!_ FAC3 5 R ,� " I ter• yj.sia+1T {"r� g 1.. �^ 6' ACCESS GATE t' f' 73'-8" PA) I'iour iFD - \ v f NEW G' HICIi BLAC: 1.11`11L I CUA En CHAINLIN' FENCE TO BE iN.`i"ALLt=1) DC•,)U�'D irrjf.LCWM p _.., ---- PEF?Nw l-_r• (.r nr. t—I nn'1 o� FIR 1' RELOCATED POWER POLE - t r-{ --- OHU .c31 r ASPHALT PAVEMENI- ,'i.0' RIGHT -OF --WAY Jr-8 CALL 48 HOURS BEFORE YOU DIG ff It's the 1. awl 1-1300-432-4770 SUNSHINE STATE 01`1E CALL OF FLORIDA, INC. �F 5' Ji-7 CArUrn i" FOP El -11i' rn It!,-. 7 INVERT ir4" r'"P rl ". n' :14.83, IN. U! NIFfn• r r . ,-. . , r, 14.93' i !.^rr ,r•, SANIrPc" Ir., .I roP FI r 5 INVFRl' I rl 1, lr � Sr-5 no ' \ 50'R UG WATER 36" RCP - �cQ ^1 12" VCR 30' NIGH INTj R1-1 STOP 55 (SEE DTL THIS w t— r w 3-1 > Q L� O T_ O S Qci- CY < d Lu _ Cil OHU GAS - - -- GAS — \I 24" RCP A SEPERATE BUILDING PERMIT 1': REQUIRED FOR THE CONSTRUCTION OF THE WALLS. -NSITY GN SHT.) sr-6 CHU 36" RCP ST-1 MSCF9 BLOCK 3, TIER 20, FLORIDA LAND AND COLONIZATION COMPANY LIMITED MAP OF THE ST. GERTRUDE ADDITION TO THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 116, OF THE PUBLIC RECORDS OF SEMINOI F COUNTY, FLORIDA- N LESS ROAD RIGHT-OF-WAY. REFERENCE TO FIRST A►.iERICAN TITLE COMPANY COMMITMENT #'FA-C-8720, EFFECTIVE DATE 02/08/05 STATENENT THE OWNER AND SUCCESSORS WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL OPEN SPACE, LANDSCAPING, DRAINAGE RETENTION AREAS, AND OTHER FACILITIES. V�JIV 1 A� UMMI M . MOM ENGINEERING LIC. No. EB 4857 P.O. BOX 6930 LAKELAND, FL 33807 (883)-848-9130 MADISON INDUSTRIES 1035 SOUTH IRISH DRIVE S.W. COMERS, GA, 33069 (770) 483-4401 MOM SURVEY DYNAMICS, INC. SURVEYORS & MAPPERS 1953 E. EDGEW000 DRIVE LAKELAND, FLORIDA PHONE: (863) 802-3892 FAX: (863) 802-3891 BILLY R. DAMS, P.L.S.N0. 5099 MICHEAL J. LEWIS, P.L.S.2S. N0. 6288 PROJECT MANAGER: JASON RiNARD HARDEMAN do KEMPTON LANDSCAPE ARCHITECTS 2207 WEST NORTH A ST. TAMPA, FLORIDA 33606 MAP PHONE: (813) 258-0066 Y 1'e.►!NI 1 1y FAX: (863) 2.58-1783 ---`r_,.�,.-��^r,.r�r,,.�..�r�r���r�r�r-,r�.i-•r�r-.r-.r'.,�--,r_..) t+�M DATA ( PARTMENT OF TRANSPORTATION (DOT) STRUCTURAL NUMBERS DEREAS \ \ COMPUTED FROM "FLEXIBLE PAVEMENT DESIGN MANUAL" 1/1990 ) TOTAL SiTE AREA: 64,120.56 SQ.FT. OR 1.47 ACRES M.O.L. \ 3" TYPE S-1 TOTAL PERVIOUS AREA: 64,120.56 SQ.FT. OR 100% OF SITE C ASPHALT PAVING PER DOT SECTION 331 (LC OF 75ibs./sy TYPE !.', -3) 1 CRUSHED CONCRETE / 10' UMEROCK (LBR-10D) BASE TOTAL SITE AREA: 64,120.56 SQ.FT. OR 1.47 ACRES MAL FLOOR AREAS:(i-STORY BUILDING) PER DOT SPECIFICATION SECTION l TOTAL BLDG. SQ.FT. 8, 585.50 SQ.FT. OR 13.39% OF SITE C ! - =) 20D (LAYER COEFFICIENT OF 0.18 PER INCH) / iI i I-- I _ ALTERNATIVE TOTAL IMPERVIOUS AREA: 37.704.41 SQ.FT. OR 58.150X OF SITE IT,CEMENTED COQUINA SHELL (LBR-100) TOTAL GREEN AREA: 26,416.15 SQ.FT. OR 41.207G OF SITE STABILIZED PER SECTION 250 (LC OF 0.18 PER INCH) VEHICULAR USE AREA: 29.118.91 SQ.FT. OR 45.41% OF SITE C12' SUB -BASE CRUSHED CONCRETE ' TYPE B STABILIZED MIN (LBR-40) 75 F13V C. OF 6.158 PER INCH) r��, PAS PER SECTION 1E30-2 (LC OF 0.08 PER INCH) OR BANK RUN�SHELL B STABILIZED MIN (LBR-30) 50 FBV PER SECTION 250 (LC OF 0.135 PER INCH) 1 CTYPE PER SECTION 160-2 L.C.(OF 0.06 PER INCH) MEDICAL FACILITY: 8585.50 SF GtZOSS FLOOR AREA: 1 SPACE PER 200 SF GROSS FLOOR AREA 43 '� -/ / -/' -�. / J , J .�', /-J / �-✓ �� J. i �/ .�' �/ r. 3 SPACES PER DOCTOR (# OF DOCTORS - 1) TOTAL SPACES REQUIRED: 46 SPACES TOTAL SPACES PROVIDED: 46 SPACES PROPOSED 20' SANITARY SEWER EASEMENT, CENTERED ON EXISi1NG " SANITARY SEWER LINE, GRANTED (2) 12'x20' HANDICAP SPACE W/ 5' UNLOADING ZONE TO THE CITY OF SANFORD _ l (4-4) 10'x20STANDARD PARKING. SPACES (46) TOTAL SPASPACESPR= 48 SPACES REQUIRED USOVI�DEEDD ZON NOILAND ES EXISTING ZONING GC-2 (GENERAL COMMERCIAL) PROPOSED ZONING: GC-2 (GENERAL COMMERCIAL) MMUM SETBACK FECOMMENT& SEE PLAN a x 0 T r 24" RCP INSTALL NEW H.C. SIGN(SEE DTL ON SHT. C-4.) _ b N PAVEMENT LOGO PER FDOT INDEX NO. 17346 SiZE 3 OR 5 FEET IN HEIGHT AND WHITE IN COLOR 4" WHITE PER FDOT INDEX NO. 173M ,TYP.) 2' O.C. WiDE CHEVRONS EQUALLY SPACED PER AISLE (MAX. 2% SLOPE) 12'-4" -°" ( S. 12'-4' X 20' HANDICAP PARKING SPACE pt W/ 5' UNLOADING ZONE t J A KING STRIPING SHALL c BE APPROVED F.D.O.T. PAINT A AP �py� q�� TYPICAL HANDICAP 1 ARKJNG SPACE N.T.S. 10 I 6. I I ,A'1 9�.. TY SPE INS —', I A� C.'r`. f.,/SI NO. 0 4009 WEST '��} �6AND MULBEMY 7 511 UNION STREET, SUIT 1800 6 SAPS , FLORDA � ' NASI-IVILlE, TN 37219 Phone Number: (615) 777•-8201 SEt�i E COUNTY 4 F'1 Mt5 F RfPsA FiY' - 1 > m Iryn-Inca UKAHEMM At ,EUVrRQt1PfVf AL ou mix egm Kt FL sm PICs+aura P_ Vof"s FL P.F_ REC JI-W48 SCALE: 1" = 20'-0" DATE: 1 /27/05 DRAWN: DWH CNK'D BY: APPR. BY: SHEET No. C-2 �--�---- 2 REVPER SITE PLAN REVIEW COMMENTS r, RE\ASIONS 1 No. DWFI Dr. 6/28/05 Date �>�;� JOByg20 SHT. NO. OF V 6 4 0 0 z I N z o w w w m 0 b 0 N A-6 0 o r\ i 0 A-6 Ill'-6" o/o BUILDING 54'-10 1/2" (MODULE) 5E'-7 1/2," (M)DULE) I- �4, 3„) 5'-6" 3" IY-1„ 6'-101/2" 4„ o 0" 1 G -n6'-0" 19 5 1/2" I C� CNFAR WA1 ! (qFF FIFTAII MIA/(, No A -A) �\� Cyr 1R I,4111 I iCRF I RTdII f R1M1IC Nn A -A) r frx 71=a,-. -ram., rs — . ravr,�-�ar . -. I DF16 - k I � _ FOUR HOUR RATED - FIRE WALL, TWO LAYERS IF C 1 14-G %-1G r N0,_ Ilill OF 3/4" XXX FIRE RATED CLINIC MEDICAL @_ 1 GYPSUM BOARD ON BOTH Z WALLS FOR ALL ROOMS rrF 1 h SIDES OF WALL 1� WITHOUT SUSPENDED CEILING STERIMED = - ADD S)TlFFFNERS IN CHASE HALL jl MANAUt:N S Dli b.., I U S GYPSUM TO RUN CONTINIOUS TO RUN FULL HEIGHT FOR WALL MOUNTED T.V. LOCATIONS I i Z INTERSECTING WALL TO BUTT .� AT TREATMENT STATIONS. 1/2 HEIGHT OFFICE OFFICE ()I _J TYPICAL SIEAR�1P"aLL FASTENING DETAIL AIL o z SHEE?ROC,(_ SEE DRWG. No. O-1 FOR LOCATIONS. WALL SEE DETAIL_ ON SHEET A27M� i <� SCAL E: N.T.S. -STATE INSIGNIA AND` --"— MANUFACTURERS 'I DFI5 - — ��� _ DATA PLATE PROCESSING Q� DFU Df18 ����� !� Drl9 _ 2" 16 GA. STIFFENER rrr r BLOCKOUT IN FLOOR � � r I — FOR FIRE SUPPRESSION M , SYSTEM FIRE GATED WALL L_ o -4 6 9 1/2 ' � ! I - ----- ----- _ ---- - c =o DF13 ---- -- -- o WALL PANEL _� DIET/SOCIAL SOCIAL o K OFFICE A 8 DF26 - EL. -0'-1" G2 A 8 Q TYPICAL SHEAR ALL AT WINDOW DETAIL , -I' U MAIN ------------ --- SCALE: N.T.S. — DETAIL No. 1 - ---- 4" 14'-0' 0' 6' _ �0, 2, 3" 21'-11 1 /2" ' I I I < o ^_� s I I I - L=' - - -- - --- - „--- - - - --r-� i - - - - - - — - - - - -- - III -- ---- - ' --_ -- I I� o EL. -0'-1 1 /2"� WATER o AR7 3 3 j 16 1 5'-8" 4' ;��3" 7 1-1 7,-_I 1 /2„ DF11 3.,� `i �`' ROOM �I _ TREATMENT A-8 1 C L' 1 �'?" �'-10" 2-11 1 /2" - �I" DF21-- DF72 A-d `� STATE INSIGNIA AND - B I� /- FIRE RATED WALL MANUFACTURERS - > � - PLATE y ��/ EXAM Df12 # ELF DATA PLA - DETAIL No. 2 ? W. TLT. LLJ z; M. TLT. ROOM I Jcl — I w 1 J I I. S. TLT. W. S. TLT. OFFICE } -D I _ DF10 25'-.3 13/16" -3 3/16° DFZ3 DF9\ -- - --- <' -- ----- - �„ T A-8 DF8 r -' -- ---- 5'-7 3 5-7 3/4" I'-8" 3 3'-4" /4 zl 2'-11' 4'-0" 5'-8" 5'-10 1/2� 3,- 1 /�,. _ 3'--4° ! - r iDF5 Df24 - L - E _ J -//� - I P VV ��11 0 C I I - - - - - -�- 1- -- - JANITOR : - - - --- -- I TREATMENT - -- - - - - /7, 7 8„— 1- 1 3' _ 1 -3 4 CONFERENCE a ==T= 1 03 10 RECE TION DF3 ROOM , 4'-01 I CD QF 4, /_ ® V �' 21'-3""�a 6'-�I„ �3° 10 7" 1 -7 1 7" 11 112" 4'-0' �� STATE INSIGNIA AND MANUFACTURERS � _J SYSTEMS DATA PLATE DF2� ADD STIFFENER - - - — -- n I IN WALL FOR _ WAI I_ MOUNTED, DF25 s LOUNGE _I G6 � � � T.V. A-8 A-8 N i IWAITING S gDF4 A-8 A-8 al VEST -RULE � ISO PREP �, V. TLT. -- AD D STIFFENER IN WALL - - - T' R FOR WALL MOUNTED o� co FI I I _ I: ,. s SHEAR WALL SEE DETAIL DRWG. No. A-4 G1 ( ) SHEAR WALL (SEE DETAIL DRWG. No. A-4) ! II ROOF FRAME CHANT #14 x .3/4 TYPE AB FASTENERS @ 8" O/C (TYP. C9 T&B OF EACH PANEL) 7414 x 3/4" TYPE AB FASTENERS @ 18" O/C RIB TO RIB (TYP. @ EACH RIB) WALL PANEL W/ S' RIBS @ 16" O/C FLOOR FRAME CHANNEL i „ 6'-0" 26'-2" ( 4'-3 1/2' 5'-9F' " 6' -0" 4'-10" - 17'-1 1 2" 6'-8" 6, O„ 0" / 6'-0„ 4, 0„ ?6'-4" V-3" 7'-3" 3° 14'-7 1/2" 4„ a FLOOR PLAN m SCALE: 3/16" = 1'-0" L; 54'-10 1/2" (MODULE) `_��6'-7 112" (MODULE) 111'-6" o%o BUILDING A( ,4 COLD & HOT WATER SUPPI Y PIPING 00 PLUMBING VENT �i �- SHEET METAI- -- COLUMN TRIM 4" T.S. 3" x 3" DETAIL No. 1 SCALE: 1 1/2" = 1'-O" T.S. 3" x 3„ 77 SHEET METAL COLUMN TRIM «, I PLUMBING VENT I 6» DETAIL No. 2 SCALE: 1 1/2" = 1'-0" WALL/PARTITION LEGEND INSULATION IN WALL FOR SOUND PROOFING HALF HEIGHT WALL DENOTES WORK TO RE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR m7Z - i 6� Q c� 0 O Q � T CD 0 � ¢ r O CC C) Lil � O CC T- � -T z z O � Q c� cc o Q w y Q Q w Q cc � Q w w o s <c � z _ � Ln O Lri O < CV U O w "A a r m U � Q z z Q D_ v) [� O cl� O Q 0 I x f\ I r I- , L , z U ri PLANS ARE IN ACCORDANCE WITH THE APPROVED BUILDING SYSTEM. BY: _ DATE: ENGINEER MODEL No- 77111 DS900 FILE NAME D9104_601 DRAWN BY DATE W. JOHNSON 03-17-05 CHECKED BY DATE SCALE REV. DATE 3/16" = 1'-0° 1 07--26-05 DRWG. No Zt JOB No. HAND W30648 SHOWN 3 3 3 3 3 3 3 3 3 I 3 4� C A-6 111'-6" o/o BUILDING 54'-10 1/2" (MODULE) 56'-7 1/2" (MODULF) �4" ^8'-9 1/2° 3" � 54, fi� 3" 12'-1° ��3., 17, 1„ � 3„ 24'-3" 3»'; 6'-10 1/2" 4•, � 6'-0" 0'-0" 6'-0" 19'-5 1/2" 3'-4" 57'-4 1 /2" FLOOR PLAN m SCALE 3/16" = 1'-0" LLi (11 J I I� I SHEAR WALL (SEE DETAIL DRWG. No. A-4) SHEAR WALL (SEE DETAIL DRWG. No. A-4) =� L� I, �— DETAIL No. 1 ----- ---- `',-0„ 4„ TREATMENT 18-�- - -- -) - 1 -1LZ- 2'-10' DF16 �FOUR HOUR RATED �!--------------- � _ :I FIRE WALL, TWO LAYERS OF 3 4" Y•.�X FIRE RATED NOTE l / I CLINIC MEDICAL = GYPSUM BOARD ON BOTH WALLS FOR ALL ROOMS j G2 t SIDES OF WALL. � WITHOUT SUSPENDED CEILING STERIMED _ MANAGERS DIRECTOR S %I GYPSUM TO RUN CONTINIOUS. TO RUN FULL HEIGHT = o OFFICE c' INTERSECTING WALL TO BUTT 1/2 HEIGHT OFFICE j SHEETROCK. - WALL \CD � SEE DETAIL ON SHEET A27M kL i STATE INSIGNIA ANC ' �, - �� M� MANUFACTURERS CD DF15 J `I DATA PLATE PROCESSING - - - - DF17 - - - Drl8 p� ;wm --T 3„ 3'-4„ 9' 0,. 3, 1„ o / 1 3°°- 3' _ - 3" '� 3'-4° 3'-6 1/2" BLOCKOUT IN FLOOR � u 2� FOR FIRE SUPPRESSION DFi4 r -FIRE RATED WALL SYSTEM 6 -4 6 -9 1 /7 I I DIET/SOCIAL - DH3 K OFFICE A�8 DF26 0 7 -5 EL. -0'-1" - -� CJ @ A-8 MAINT. �' 2'- 6' r, j 3., 9, 3„ 21'-11-1 /7 °------- r WATER T_ 3 3/16"� �' 3" -1 1/_ 7'-'I 1 /�" Dfii \� J ROOM 2 u _ A-12 Ln LF)A-a �� C I� L1 Lz d 2'-11 1 /2" Df2/ r`-8 AL-8 �z STATE INSIGNIA AN z �� ) FIRE RATED WALL MANUFACTURERS s - d�sl EXAM EL. 0'-1 " DATA PLATE �Df12 _ LDETAIL No. 2 2� j �- Q — s �r = N` 0,'ll -<------If_J ��, LT. M. TLT. ROOM �� o is T - - F r l ) u 0 � I L o _ r` ' �l �i �t --_- -� _ OFFICE M. S. TLT. W. S. TLT. - I o - l- _ 71 I 25' 3 13/16° js� 3 3/16" G6 DF2� DF9- T .r! 24'-8" j r' DF6 1 DF8 I --T'1 ; Z'-� _ - 7' 8,. 3„ 3'-4" 5'-7 3/4" 3„ 5'-7 3/4 3�_4° 2'-11' I 4'-0' 5'-8" j -10 1/2 _ 1 /2" = I -- -1 - —J R�DF24 rz� z I Uj � �— N -� - - - - - - - - — A-8 JANITOR 1/2"7' �„6'-11° -3 --CONFERENCE U- 3'�--={r- DF.3 - � o RECE TION ROOM 7'-0" 3„ Al4'-0 1/2" 3' 4' I �I H _I ,3 21'-3" 6'-T 3' 16'-7" 3„ 14'-71/2" f rs`r 11 112" 4'-0" �< M STATE INSIGNIA AND G1 z G4 SYSTEMS A 8 MANUFACTURERS SYSTEMS _ �'� DATA PLATE �� o F J, DF2 ADD STIFFENER—," ` ! - \ IN 'tti'ALL FOR A-8 T �, DF25 `r LOUNGE j HALL MOON ED G T.V. ' N G3 A-8 - N A -a I� WAITING s -cr EE4 A-8 A-8 ISO PREP VESTIBULE _ �< r V. TLT• ADD STIFFENER IN WALL FOR WALL MOON FED T.V. ! '� ' ! o A-8 A-8 I ' I DF1� I Gl SHEAR WALL (SEE DETAIL DRWG. No. I 6'-0„ 33'-11 1/2" ��'-3" 54'-10 1/2" (MODULE) 3" 6'-1„ ,3„ 10, 3" 111'-6" o/o BUILDING A( - A-5 SHEAR WALL (SEE DETAIL DRWG. No. A-4) G1 L'1 l `' 1 I I I I I 3'-0" 4'-10" I I 6'-0" - 17'-1 1 /2" 3" 7'-3„ r 3" 14'-7 1/2 56'-7 1/2" (MODUL-F ROOF FRAME CHANNEL #14 x 3/4" TYPE AB FASTENERS @ 8" O/C (TYP. @ T&B OF EACH PANEI) #14 x 3/4" TYPE AB FASTENERS @ 18" O/C RIB TO RIB (TYP. @ EACH RIB) WALL PANEL W/ 3" RIBS @ 16" O/C FLOOR FRAME CHANNEL TYPICAL SHAPWALL FASTENING DETAIL SCALE: N.T.S. 16 GA_ STIFFENER WALL PANEL TYPICAL SHEARWALL AT WINDOW DETAIL SCALE: N.T.S. B a-5 COLD & HOT WATER / SUPPLY PIPING >� 00 0 PLUMBING VENT �I i - SHEET METAL L COLUMN TRIM 4„ T.S. 3„ x 3„ r-k DETAIL N.1 SCALE: 1 1/2" = 1'-0" T. S. 3" x 3" SHEET METAL COI UMN TRIM 10 U0(J PE UMBING VENT 6" DETAIL No. 2 SCALE: 1 1/2" = 1'-0" WALL/PARTITION LEGEND r INSULATION IN WALL FOR SOUND PROOFING HALF HEIGHT WALL m z a 0- CD o cc o = = � o J = o 0 J J Q Cr Q � � s o � s Q� o CD L W L CC � � w w Q z a as3 = v Ln In o u I �_ r9 Q c� TI 1-0 C 0 w C-, � O �+ z n ___j m u/ U Q 0 � z z O < F-- --J Q 2 U) cr- O O T L.L- C 1 I O r� z x jam, o Q O O O PLANS ARE IN ACCORDANCE WITH THE APPROVED BUILDING SYSTEM. BY: — DATE: MODEL No. 77111 DS900 FILE NAME 09104601 DRAWN BY DATE W. JOHNSON 03-1705 CHECKED BY DATE SCALE REV. DATE 3/16" = 1'-0° 07-26-05 DRWG. No. A _A M DENOTES WORK TO BE DONE IN 1 HE FIELD BY GENERAL CONTRACTOR SHEET of - BY MADISON FIELD ERECTOR JOB No. HAND 30648 SHOWN I m 6 6 6 DRAWING LIST: CIVIL DRAWINGS INCLUDED IN DRAWING THIS ISSUE NUMBER ❑ C-1 ❑ C-2 ❑ C-3 ❑ C-4 ❑ C-5 ❑ U-1 ❑ U-2 ❑ TE-1 ❑ TR-1 6 TI TLE SURVEY DEMOLITION PLAN SITE PLAN GRADING AND DRAINAGE PLAN CROSS SECTIONS & DRAINAGE DTLS. MISC. SITE DETAILS UTILITY PLAN CITY OF SANFORD UTILITY DETAILS TRASH ENCLOSURE DETAILS TRUCK PATH PLAN man INSTITU INCE DSI NO. )4009 WEST 1st AND N JLBERRY AVE SANFORD,=LORIDA SEMINOLE COUNTY LEGAL DESCRIPTION ENGINEERING FIRM BLOCK 3, TIER 20, FLORIDA LAND AND )LONIZATION COMPANY OWNER' LIMITED MAP OF THE ST. GERTRUDE AD[ ION TO THE TOWN OF DIVERSIFIED SPECIALTY INSTITUTE, INC SANFORD, ACCORDING TO THE PLAT THE EOF, AS RECORDED IN 511 UNION STREET, SUITE 1800 PLAT BOOK 1, PAGE 116, OF THE PUBL RECORDS OF SEMINOLE NASHVILLE, TN 37219 COUNTY, FLORIDA. _ENGINEERING FIRM: LESS ROAD RIGHT -OF --WAY. MDM ENGINEERING LIC. No. EB 4857 REFERENCE TO FIRST AMERICAN TITLE C v1PANY P.O. BOX 6930 COMMITMENT #FA-C-8720, EFFECTIVE D FE 02/08/05 LAKELAND, FL. 33807 (863)-646-9130 ARCN''TECT MADISON INDUSTRIES 1035 SOUTH IRISH DRIVE S.W. CONYERS, GA. 33069 (770) 483-4401 SURVEYING: SURVEY DYNAMICS, INC. SURVEYORS & MAPPERS 1953 E. EDGEWOOD DRIVE LAKELAND, FLORIDA PHONE: (863) 802-3892 FAX: (863) 802-3891 BILLY R. DAVIS, P.L.S. NO. 5099 MICHEAL J. LEWIS, P.L.S. NO. 6288 LANDSCAPING: PROJECT MANAGER: JASON RINARD HARDEMAN & KEMPTON LANDSCAPE ARCHITECTS 2207 WEST NORTH A ST. TAMPA, FLORIDA 33606 PHONE: (813) 258-0066 FAX: (863) 258-1783 R lIE"'' I OPI 4 Date,�'-- 0 T 4 ISSUED FORS IVIDIVI JOB p5020 N 3 6 J 1 4 G" RCP L� 0 ST-2 UG WATER S-1 SANITARY SEWER MANHOLE - TOP EL=15.34' INVERT W. 18" VCP EL=11.64' INVERT E. 36" VCP EL=12.14' 18" VCP 1JC OG CP A4 ST-3 CHU C 0 x 0 A h� z. X oh x o 0 o CONC. &GRASS MEDIAN �. RTRUD AVE.(P) 1ST STREET (STATE ROAD 46) ST. GE WEST �. 32' ASPHALT PAVEMENT (EASTBOUND LANE OF DIVIDED HIGHWAY) 00 106.0RIGHT-OF-WAY �5 UG WATER x WATER -- WATER FIR 1 (ORIG o� k v� o C N Ffi 1 0 35" RCP ° o o OHU OHU 36" RCf o M ORIGINAL TIER LINE-T- _ _ _ _ .- - S,�-4 X ° ST-1 --- --'254.96'(F) 255.00'(P) a F �� ��� <^� , BASIS OF BEARING kco N88°16 56 E(F) < Q I � I X o 20' TILITY EASEMENT x X IZIP x k' x I I X X I o I o� NOTE: o ti o� ENTIRE SITE TO BE COMPLETELY CLEARED OF ALL TREES AND VEGETATION. /\ x x u �o IBLOCK 3, TIER 20 I �� (VACANT) lb N CONTAINS ± 64,121 SQUARE FETI' zO z X x 36" VCP SE R I-w zo o z o I �� � -\� SEWER o x �. x O W Z W Fx-- QQ W -3: �p I N W QI LL- f1 O � I J ~ Q = Z 0 QQ O I_ X� : CA 00 I 0 W < o� CONSTRUCT TYPE III SILT moo. I FENCE AROUND PROPERTY O II NO• 1. O. X O. X h I A� x y x - - - - - - CIR58 LS 6288 x ,yo CHU CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. S. n 1� ST-8 ° A. x 0 0 GAS - X STORM 'yo �1. x x el x U x 1�X �X EXIST. SANITARY SEWER LINE -� I W TO REMAIN o I z WW 4F I�D�,,0 LL h�0 axQ o x Q N W ' t 'CIA 00 o' x M c� I.LI x I � I � �h o° I x o. /' h0 X X I I '��' � X X x Ld 28' I ,� CONSTR o OF ENI AFl y1 ��o X�O x�. °X X X ��� Ati x �° o 00 EXISTING POW BE �o oh o. o� FOR NEW DRIVE o �' OHU ^�' (SEE SITE PLAN FORD ) A. �o�' OHU OHU 1 WEST 2ND X STREET 0 A OHU 36" RCP x-� 26' ASPHALT PAVEMENTx x x o 66.0' RIGHT-OF-WAY x -OAS AS :GAS �Co�°x ° o V'S18" RCP �x 24" RCP o 24" RCP STRUCTURE TABLE ST-1 ST-2 ST-7 ST-8 STORM MANHOLE STORM MANHOLE CATCH BASIN CATCH BASIN TOP EL.=14.05' TOP EL.=15.55' TOP EL=16.21' TOP EL=17.68 INVERT W. 36" RCP EL=7.75' INVERT W. 36" RCP EL=9.25' INVERT W. 18" RCP EL=13.51' INVERT W. 18" RCP EL=14.88' INVERT E. 36" RCP EL=7.75' INVERT E. 36" RCP EL=9.30' INVERT E. 24" RCP EL=13.56' INVERT E. 18" RCP EL=14.93' INVERT SW. 18" RCP EL=9.50' INVERT NW. 8" VCP EL=11.25' INVERT N. 18" RCP EL=10.50' ST STORM MANHOLE ST-4 S-1 SANITARY SEWER MANHOLE TOP EL.W. STORM MANHOLE TOP EL=15.34' INVERT W. 6" 336" RCP EL=8.96 TOP EL=14.27 INVERT W. 18" VCP EL=11.64' INVERT E. 36" RCP EL=8.91' INVERT W. 36" RCP EL=8.02' INVERT E. 36" VCP EL=12.14' INVERT NE. 8" VCP EL=11.46' INVERT E. 36" RCP EL=8.02' INVERT N. 18" RCP EL=9.42' ST-5 ST-6 STORM MANHOLE CATCH BASIN TOP EL=14.21 TOP EL=16.50 INVERT W. 8" VCP EL=10.21' INVERT W. 24" RCP EL=13.80' INVERT E. 18" RCP EL=9.81' INVERT E. 24" RCP EL=13.75' ST-7 moo' ^o• UTILITIES SEWER TELEPHONE CITY OF SANFORD U ITIES BELLSOUTH 300 N. PARK AVENU SANFORD, FLORIDA 1_771 5100 STEYR STREEET (407)-330-5649 ORLANDO, FLORIDA 32819 (407)-351-8186 WATER POWER CITY OF SANFORD U ITIES FLORIDA POWER & LIGHT 300 N. PARK AVENU P.O. BOX 2149 SANFORD, FLORIDA (407)-330-5649 '771 SANFORD, FLORIDA 32772 (407)-328-1909 GAS CABLE PEOPLES GAS TIME WARNER CABLE 600 W. ROBINSON S FET 3767 ALL AMERICAN BOULEVARD ORLANDO, FLORIDA (407)-425-4661 5802 ORLANDO, FLORIDA 32810 (407)-295-9119 EXT 1636 ST-6 0 1�01 x h REVISIONS EROSION CONTROL NOTES GENERAL NOTES: 1. SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN - ACCORDANCE WITH THE CURRENT CITY SEDIMENT AND EROSION CONTROL ORDINANCE. 1. CONSTRUCTION MATERIALS, ASSEMBLIES AND PROCEDURES ARE TO FOLLOW 2 SEDIMENT TRAPS, SILT FENCE, AND OTHER MEASURES INTENDED LOCALLY ADOPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES. WHEN A CONFLICT OCCURS BETWEEN SUCH LOCAL CODES AND INFORMATION - TO TRAP SEDIMENT ON -SITE MUST BE CONSTRUCTED AND FUNCTIONAL SHOWN ON THE PLANS CONSULT ENGINEER OF RECORD FOR RESOLUTION BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PLACE. PRIOR TO COMMENCING WORK. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN 15 (15) DAYS AFTER FINAL GRADE IS 2. CONTRACTOR IS TO N01IFY ENGINEER OF RECORD IF SITE CONDITIONS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION OR DIMENSIONS DISAGREE WITH INFORMATION SHOWN ON THE DRAWINGS. MUST ALSO BE APPLIED WITHIN FIFTEEN (15) DAYS TO DENUDED WORK IS NOT TO PROCEED UNTIL SUCH DIFFERENCES ARE RESOLVED. AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN SIXTY (60) DAYS. 3. DRAWINGS SHALL NOT BE SCALED. "NOT TO SCALE" (INDICATED AS N.T.S.) (INCLUDES APPLICATION OF BASE MATERIAL ON AREAS TO BE PAVED. AND THE LISTED DIMENSIONS GOVERN. 4. 8. APPROPRIATE STATE AGENCIES THE CITY\COMAKE SHALL MAKE A C A C ONTINUING REVIEW AND EVALUATION OF THE 4, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR DAMAGE TO METHOD USED AND THE OVERALL EFFECTIVENESS OF THE EROSION THE WORK OF EACH OF THE OTHER TRADES CAUSED BY HIS OPERATIONS. CONTROL PROGRAM. IF AN EROSION AND SEDIMENT ON -SITE REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE COMPANY INSPECTION INDICATES THAT THE APPROVED CONTROL MEASURES REPRESENTATIVE. ARE NOT EFFECTIVE IN CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES, THE APPROVED 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PLAN CAN NOT BE CARRIED OUT, ADDITIONAL MEASURES MAY AND FOR PROTECTING THEM FROM DAMAGE. THE CONTRACTOR SHALL BE REQUIRED TO BE INSTALLED. BEAR THE COST OF REPAIR OR REPLACEMENT TO UTILITIES DAMAGED BY 5. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED DAILY BY THE CONTRACTOR. THE SITE FOREMAN. ANY STRUCTURES THAT ARE DAMAGED OR INOPERATIVE WILL BE IMMEDIATELY REPAIRED OR REPLACED. 6. G.C. SHALL PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, AND WATERWAYS. EROSION CONTROL CONSTRUCTION SEQUENCE 1. INSTALL CONSTRUCTION ENTRANCE AT INDICATED LOCATION.\ 7. G.C. SHALL CONSTRUCT A TREE BARRICADE AROUND ALL EXIST. TREES NOTED 1. INSTALL SILT TRAPS, SILT FENCE AND GRAVEL OUTLET STRUCTURE TO REMAIN. ALL TREES WHERE PROPOSED PAVEMENT WILL ENCROACH UPON THE DRIP LINE SHALL BE ROOT PRUNED AND ROOT BARRIERS PROVIDED. 3. BEGIN GRADING OPERATIONS, BRING SITE TO SUB GRADE SEED ALL FILL SLOPES OUTSIDE PAVED AREAS. 8. EXISTING MONITORING WELLS SHALL BE REMOVED AS REQUIRED. REMAINING M.W. 5. INSTALL ALL CONCRETE AND ASPHALT AREAS. TO BE RAISED/LOWERED TO MATCH PROPOSED GRADE AS REQ'D. ANY MONITORING WELLS DAMAGED DURING CONSTRUCTION SHALL BE 6. INSTALL RIP RAP AT CURB CUTS. REPLACED AT G.C.'S EXPENSE. 7. RESEED ANY REMAINING BARE AREAS. 8. REMOVE ALL SILT FROM EROSION CONTROL STRUCTURES. BACKFILL SILT TRAPS WITH CLEAN RIP RAP BACK TO EXISTING 9, AREA TO BE DEMOLISHED SHOWN AS DASHED LINES 9. REMOVE ALL REMAINING EROSION CONTROL DEVICES. ESTIMATED STARTING DATE IS WITHIN TWO (2) WEEKS AFTER RECIEVING ALL NECESSARY PERMITS FROM LOCAL ESTIMATED TIME OF COMPLETION IS THREE (3) MONTHS AFTER THE START OF CONSTRUCTION. 6'MAX PLOAK TIONS: v 20' 2 1/2" MIN.DIA. 2"X4" OPTIONAL w PRINCIPAL POST 1 1/2"X1 1/2" POST > POSITION (CANTED 1.33 LBS/FT MI . POSITION 20' TOWARD FLOW) w 0 00 I FILTER FABRIC o �- SILT FLOW N FILTER FABRIC (I CONFORMANCE WITH ELEVATION SECTION SEC.985 FDOT SPEC.) NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.) TYPE III SILT FENCE 4V \ -SILT FLOW TYPE ■ 8LT FENCE 5\ / ��� NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH / CHART 1 , SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET TYPE ■ 8LT FENCE 2 OF 3. NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBITY BARRIERS USED AT PERMANENT BODIES OF WATER. TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLET EROSION AND SEDIMENT CONTROL PER FDOT INDEX 102 NO SCALE 10 9 DIVERSIFIED SPE IAL 8 INSTITUTE, IN . 7 6 511 UNION STREET, SUIT 5 NASHVILLE, TN 37 19 Phone Number: (615) 777- 1 4 PLANS PREPARED BY: 3 2 1 Services, Inc. 0 kl 1' ENGINEERING & ENVIRONMENTAL �o. Dr. Date P.O. BOX 6930 LAKELAD, FL 33807�930 RICHARD ++��� FL. P.E. f (863) 646-9130 a � C DEMOLITION PLAN DSI NO. 04009 WEST 1st AND MULBERRY AVE SANFORD, FLORIDA SE,INOLE COUNTY SCALE: 1" = 20'-0" SHEET No. DATE: 1 /27/05 C-1 DRAW DWH I Cy D B Y: MDM JOB # 5020 APPR. BY: SHT NO. OF s " RCP CHU ST-2 UG WATER ST-3 OHU - 30"1 HIGH INTENSITY R1 1 STOP SIGN (SEEI DTL THIS SHT.) S-1 SANITARY SEWER MANHOLE - TOP EL=15.34' INVERT W. 18" VCP EL=11.64' INVERT E. 36" VCP EL=12.14' 18" VCP UG DEL CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-477, SUNSHINE STATE ONE CALL OF FLORIDA, INC. W Z W I- z w Q Q W WQ 0 a_O 117- w = i Q l ,� Z w C/ CL, Qcn Q O N N V W L O o... CHU ST-8 30'R 30'R v� CIO CONC. & GRASS MEDIAN TRUDE AVE (P) (ORIGINAL TIER CORNER OHU 36' RCICHU �\ ��. 9fi6R M -- ORIGINAL TIER LINE-T _ ti........... ..�� .- o'er FIR 1" Y �� . ��, w < FIR 1"RF:A IN 5, 244'-11" c, N (8) 10'X20' STANDARD ❑ � I PARKING SPACES BUFFER �� �� ■� .. JIM I w N 0 w < I 50 BUILDING SETBACK (SR 6) 5 R =(p1AARKING ) 10'X20' STANDARD (2) 12'X20' STANDARD(4) 10 STANDARD SPACES PARKING SPACES W/ 5' PARKING SPACES LOADING (4) 10'X20' STANDARD PARKING SPACES \� I 3 N 5'R N 5' R 4 I I LANDSCAPE 4" DBL =L ' NEW PRECAST SAN. SEWER I I 30' x 35' \ L I T.P. \ \ 4" DBL YELLOW MANHOLE (SEE U-2 FOR DTLS) I ��� ST IPIN 20' LONG, T.P. C am\ \ NE \F 7;.T�. 'TTHYfPSE i"{D,T �I o STRIPING A PH LT C\ \ \ I \(i 7K6)�E \ \ \S SE R \ -BAR w 0 \ 5 1�6 SC LANDSCAPE °1 R Q Iw w \a; \ \\- m IL ... .. m L`' NEW YARD LIGHT CL b �TYP 6" WHITE T.P. < l z ) CROSSWALK Io I N Ca N 0 NEW (3) 10'X20' FD. m Q /SPHALT PARKING SF ;ES N I o IO O NI I04 NEW N I 2 -6 R f ASPHA I Rfi30' �i NEW MEDICAL FACILITY w ��W I w Q n- / I �V� X 111 -V* ?� (9) 10'X20' STANDARD < v PARKING SPACES o 8585.50 80. Fr• N O I� < zEr- < 2'-6"R 20' 29'-6"111'-6" 10' 33' 0 I 10'R cn� I I t L 10°R I I -NEW-"/ DAD MOU TED GEI 10'X1O' TRASH ♦ f ASPHALT N fR NSFOR ER I ENCLOSURE 25_BUILDING SETBACK 00 - a BL YELLOW . 20' DLONG, T.P. 24" T.P. STOP STRIPING �4 BAR \ J - 10' LANDSCAPE BUFFER o /0j 6" CONC. 3500 P.S.I. W/ 255.00'�F+P� 0 - ( FIR 1" 6"x6" W1.4 x W1.4 WWF SW40'19'W(F) CIR 5/8' LS 6288 30" HIGH INTENSITY 26' 114'-6" R1-1 STOP SIGN (SEE DTL THIS SHT.) 30'R 30'R 47' RELOCATED POWEF -'OLE O/ OHU CHU WEST 2ND STREET w 26' ASPHALT PAVEMENT 66.0' RIGHT-OF-WAY c� GAS GAS GAS - GAS 18" RCP STORM w < 0 0 0 TE ROAD 46) ST. GER WEST 1ST STREET (STA F DIVIDED HIGHWAY) 32' ASPHALT PAVEMENT (EASTBOUND LANE 0 106.0' RIGHT-OF-WAY WATER WATER STRUCTURE TABLE ST-2 ST-7 ST-8 ST-1 STORM MANHOLE CATCH BASIN CATCH BASIN MANHOLE STORM MANHOLE TOP EL.=15.55' TOP EL=16.21' TOP EL=17.68 TOP .05' INVERT W. 36" RCP EL=9.25' INVERT W. 18" RCP EL=13.51' INVERT W. 18" RCP EL=14.88' INVERT W. 36" RCP EL=7.75' INVERT E. 36" RCP EL=9.30' INVERT E. 24" RCP EL=13.56' INVERT E. 18" RCP EL=14.93' INVERT E. 36" RCP EL=7.75' INVERT NW. 8" VCP EL=11.25' INVERT SW. 18" RCP EL=9.50' INVERT N. 18" RCP EL=10.50' S-1 ST-3 ST-4 SANITARY SEWER MANHOLE STORM MANHOLE STORM MANHOLE TOP EL=15.34' TOP EL.=15.36 TOP EL=14.27 INVERT W. 18" VCP EL=11.64' INVERT W. 36" RCP EL=8.96 INVERT W. 36" RCP EL=8.02' INVERT E. 36" VCP EL=12.14' INVERT E. 36" RCP EL=8.91' INVERT E. 36" RCP EL=8.02' INVERT NE. 8" VCP EL=11.46' INVERT N. 18" RCP EL=9.42' ST-5 ST-6 STORM MANHOLE CATCH BASIN TOP EL=14.21 TOP EL=16.50 INVERT W. 8" VCP EL=10.21' INVERT W. 24" RCP EL=13.80' INVERT E. 18" RCP EL=9.81' INVERT E. 24" RCP EL=13.75' ST-7 3/4"R 0 ASPHALT PAVEMENT 8" 1/2" EXP JT. JOINT FILLER F.D.0 T. TYPE "D" CURB N.T.S. 1- < cy- < w < Dr- 3- 0 UG WATER 36" RCP < �GQ 36" VCP 30" HIGH INTENSITY R1-1 STOP SGN -(SEE DTL THIS SHT.) W Z W�< �- Lij QQ O w I rJ = CC Q = CC a: El- WN 00 _ M N WJ :5 L OHU 24" RCP 0 ST-6 0 ST-1 z 0 0 LEGAL DESCRIPTION BLOCK 3, TIER 20, FLORIDA LAND AND COLONIZATION COMPANY LIMITED MAP OF THE ST. GERTRUDE ADDITION TO THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 116, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. N LESS ROAD RIGHT-OF-WAY. REFERENCE TO FIRST AMERICAN TITLE COMPANY COMMITMENT #FA-C-8720, EFFECTIVE DATE 02/08/05 STATEMENT THE OWNER AND SUCCESSORS WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL OPEN SPACE, LANDSCAPING, DRAINAGE CHU RETENTION AREAS, AND OTHER FACILITIES. 36" RCP 1 1/2" TYPE S-3 \ ASPHALT PAVING 10" LIMEROCK BASE -�-� \-I I---- 12" STABILIZED -III-� I=1 I I -I -I �-III-� I I-III-III-III-� I I -I I SUB -BASE ASPHALT PAVING DETAIL N.T.S. PROPOSED 20' SANITARY SEWER EASEMENT, CENTERED ON EXISTING SANITARY SEWER LINE, GRANTED TO THE CITY OF SANFORD 24" RCP CONTACT INFORMA11ON: ENGNEERING FIRM: MDM ENGINEERING LIC. No. EB 4857 P.O. BOX 6930 LAKELAND, FL. 33807 (863)-646-9130 a ARCHITECT MADISON INDUSTRIES z 1035 SOUTH IRISH DRIVE S.W. z ➢ �' CONYERS, GA. 33069 71 AZ o (770) 483-4401 A " �'P SURVEYING SURVEY DYNAMICS, INC. vD, SURVEYORS & MAPPERS 2N ST m D 2ND ST 1953 E. EDGEWOOD DRIVE y rm LAKELAND, FLORIDA m z PHONE: (863) 802-3892 _ r FAX: (863) 802-3891 3RD ST BILLY R. DAVIS, P.L.S. NO. 5099 MICHEAL J. LEWIS, P.L.S. NO. 6288 4TH ST LANDSCAPNO PROJECT MANAGER: JASON RINARD HARDEMAN & KEMPTON LANDSCAPE ARCHITECTS 2207 WEST NORTH A ST. TAMPA, FLORIDA 33606 PHOVICINITY MAP FAX: (8 3) 258 178066 SITE DATA EXISTING SITE AREAS: TOTAL SITE AREA: 64,120.56 SQ.FT. OR 1.47 ACRES M.O.L. TOTAL PERVIOUS AREA: 64,120.56 SQ.FT. OR 30.07% OF SITE PROPOSED SITE AREAS: TOTAL SITE AREA: 64,120.56 SQ.FT. OR 1.47 ACRES M.O.L. FLOOR AREAS: (1-STORY BUILDING) TOTAL BLDG. SQ.FT. 8,585.50 SQ.FT. OR 5.71% OF SITE TOTAL IMPERVIOUS AREA: 44,842.11 SQ.FT. OR 69.93% OF SITE TOTAL PERVIOUS AREA: 19,278.45 SQ.FT. OR 30.07% OF SITE VEHICULAR USE AREA: 36,256.61 SQ.FT. OR 56.54% OF SITE PARKING: PARKING REQUIRED MEDICAL FACILITY: 8585.50 SF GROSS FLOOR AREA: 1 SPACE PER 200 SF GROSS FLOOR AREA = 43 3 SPACES PER DOCTOR (# OF DOCTORS = 1) TOTAL SPACES REQUIRED: 46 SPACES TOTAL SPACES PROVIDED: 46 SPACES PARKING PROVIDED: (2) 12'x2O' HANDICAP SPACE W/ 5' UNLOADING ZONE (44) 10'x20' STANDARD PARKING SPACES (46) TOTAL SPACES PROVIDED = 46 SPACES REQUIRED ZONING/LAND USE - EXISTING ZONING: GC-2 (GENERAL COMMERCIAL) PROPOSED ZONING: GC-2 (GENERAL COMMERCIAL) MINIMUM SETBACK REQUIREMENTS: SEE PLAN INSTALL NEW H.C. SIGN(SEE DTL ON SHT. 0 0 N PAVEMENT LOGO PER FDOT INDEX NO. 17346 SIZE 3 OR 5 FEET IN HEIGHT AND WHITE IN COLOR 4" WHITE PER FDOT INDEX NO. 17346 ;TYP.) 2' O.C. WIDE CHEVRONS EQUALLY SPACED PER AISLE (MAX. 2% SLOPE) 12'-4"V11 -0" ( X. SLO E: �) h ^ 12'-4" X 20' HANDICAP ___gg.w PARKING SPACE x W/ 5' UNLOADING ZONE 0° NOTE: 4" 4" ALL PARKING STRIPING SHALL 2" BE APPROVED F.D.O.T. PAINT TYPICAL HANDICAP PARKING SPACE N.T.S. 10 9 DIVERSIFIED SPEC,ALT 8 INSTITUTE, IN >2 6 511 UNION STREET, S ITE 1800 N ASH VI LLE, TN 37, 19 j 5 Phone Number: (615) IF77 _/1201\ 4 PLANS PREPARED BY: 3 2 M al 1 Services, Inc. ENGINEERING & ENVIRONMENTAL RICHARD R. REVISIONS No. Dr. Date P.O. BOX 6930 LAM", FL 3M7-6930 E. REG. (863) 646-9130 CIVIL SITE PLAN DSI NO. 04009 WEST 1st AND MULBERRY AVE SANFORD, FLORIDA SEMINOLE COUNTY SCALE: 1= 20'-0" SHEET No. 27/05 DATE: /r,� n C_ L DRAWN: WH CHK'D BY: MDM JOB f 5020 f - Y: SHT NO. OF 19 4 d" ,-CIO RCP tK 0 -0 UG WATER ST-3 OHU ST-2 M.E.G. 15.98 S-1 SANITARY SEWER MANHOLE TOP EL=15.34' INVERT W. 18" VCP EL=11.64' INVERT E. 36" VCP EL=12.14' 18" VCP A ev o� moo. x ^��o �° CONC. & GRASS MEDIAN ROAD 4WEST 1ST STREET (STATE6) ST. GERT ND LANE 0F DIVIDED HIGHWAY) RUDE 32' ASPHALT PAVEMENT (EASTBOU 106.0' RIGHT-OF-WAY ^, o �. °' WATER x WATER � B C3. OHU 36" RCI OHU _ M ORIGINAL TIER LINE-T 255 _ <h. A o CMU RET6dNING WALL b`7 T. W. I 17.40 TEST 14.40 LOCATION - - LOCATION 16 4n 17.75 X 17.9 X 17.40 17.40 16.65 f 18" HEADER STORMTECH UG. GALLERY PIPE @ 0% 17.90 180 CHAMBERS SC310 SLOPE 16.90 x 7.25 17.85 - - - 18.00 18155 I 18.80 18.25 SEWER I 18.85 sq 13.25 \S I x77 18.85 A SAN INV sAn s SA sA AP; sA 300 7:: 17.40 17.40 18.80J (18.20 w o I•• 17.8 � M.E.G. '`° 19.00 16.16 Z vvv 18.15 18.35 O' F x WWW U' tik ` � O / W I 19.00 Q 0 w�� ( 18.75 I a r Q z I 18.so N NEW MEDICAL FACILITY _ ok 18.80 77-0' X 11T-6' Z a I GRADE pAIC�� a 8585.50 SO. FT. QQ o D x �� FR FL EL 19.00 �ti° SAN C3. x� 15.25 �j 19.00 x N 00 a Cl 19.00 I 18.90 w i SAN INV L °• I 18.80 15.25 O I o° 3:1 3:1 I-SAN-SAN SAP; rSAN SAN SA SAt SAN SAW SA x 17.60 �� 18.60 SAN INV x^ 18.92 18.60 Io 17.95 14.10 18.25 Y 17.95 GE �b'X10' TRASH I ENCLOSURE 12" HDPE x 185 LF 17.10 RIM S-1 �✓�`' Jai @ 0.3% SLOPE 17.20 17.05 O 17.60 ❑a. INV. 17.75 17.75 14.95 o`' 17.70 17.95 17.95 17.40 16.41 18" HEADER PIPE ® 0% SLOPE x11 C Cl N(17.80 1 �E GRADE BRE 14.55 Cl �. x x - - - - -- GRADE BREAK x s1 6288 x o° ory 16.15 17.65 17.65 ^ 17.40 SW U G ° lb- - CHU . OHU 17 85 CHU ' CIDh� � 6 x M.E.G. x WEST 2ND STREET ��C � �� o' �� 26' ASPHALT PAVEMENT x < ^� x�� x 66.0' RIGHT-OF-WAY x OAS AS GAS x STORM 18" RCP 0 h° �6 ST- 8 x A� 1�5 CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. S. STRUCTURE TABLE ST-1 ST-2 ST-7 ST-8 STORM MANHOLE STORM MANHOLE CATCH BASIN CATCH BASIN TOP EL.=14.05' TOP EL.=15.55' TOP EL=16.21' TOP EL=17.68 INVERT W. 36" RCP EL-7.75' INVERT W. 35" RCP EL=9.25' INVERT W. 18" RCP EL=13.51' INVERT W. 18" RCP EL=14.88' INVERT E. 36" RCP EL=7.75' INVERT E. 36" RCP EL=9.30' INVERT E. 24" RCP EL=13.56' INVERT E. 18" RCP EL=14.93' INVERT SW. 18" RCP EL=9.50' INVERT NW. 8" VCP EL=11.25' INVERT N. 18" RCP EL=10.50' S-1 ST-3 ST-4 SANITARY SEWER MANHOLE STORM MANHOLE STORM MANHOLE TOP EL=15.34' TOP EL.=15.36 TOP EL=14.27 INVERT W. 18" VCP EL=11.64' INVERT W. 36" RCP EL=8.96 INVERT W. 36" RCP EL=8.02' INVERT E. 36" VCP EL=12.14' INVERT E. 36" RCP EL=8.91' INVERT E. 36" RCP EL=8.02' INVERT NE. 8" VCP EL=11.46' INVERT N. 18" RCP EL=9.42' ST-5 ST-6 STORM MANHOLE CATCH BASIN TOP EL=14.21 TOP EL=16.50 INVERT W. 8" VCP EL=10.21' INVERT W. 24" RCP EL=13.80' INVERT E. 18" RCP EL=9.81' INVERT E. 24" RCP EL=13.75' Q c� REVISIONS DRAINAGE STRUCTURE SCHEDULE PIPE OPENING INFORMATION STRUCTURE STRUCTURE TOP ELEV. BOTTOM ELEV. DEPTH NUMBER DESCRIPTION "A" "B" "C" SIZE INVERT DIRECTION 1 TYPE "C" INLET 17.05 14.95 2.1' 12" 14.95 E 2 TYPE "C" INLET 12.20 18" 9.70 9.70 2.5' W 18" 9.70 N 3 TYPE "C" INLET 13.50 10.00 3.75' 18" 10.00 N POND STORAGE POND STORMTECH ELEVATION POND AREA VOLUME VOLUME VOLUME SUM (ACRES) (AC -FT) (AC -FT) (AC -FT) 14.40 0.10556 0.000 0.000 0.000 W.Q. (0,168 15.40 0.13533 0.1200 0.0590 0.1790 AC. FT.) 16.40 0.16637 0.2710 0.1150 0.3860 EL. 15.35 17.40 0.35106 0.5240 0.1281 0.6521 DESIGN CRITERIA THIS PROJECT IS DESIGNED TO COMPLY WITH SJRWMD, AND FDOT. WATER QUALITY SHALL BE CALCULATED BY 1/2-INCH OVER THE ENTIRE SITE OR 1 1/-INCH OVER THE IMPERVIOUS AREA, WHICH EVER IS GREATER, PLUS 1/2-INCH OVER THE ENTIRE SITE. THE POST -DEVELOPED DISCHARGE RATE SHALL NOT EXCEED THE PRE -DEVELOPED DISCHARGE RATE. THE PROPOSED DEVELOPED AREA IS 1.50 ACRES WITH 1.10 ACRES BEING IMPERVIOUS. 1 /2" X 1.47 = 0.061 AC.FT. OR 2,668 CU.FT. D STATEMENTS 1 1/" X 1.029 = 0.107 AC.FT. OR 4,661 CU.FT. MAP NO. 12117CO045 E, DATED APRIL, 17, 1995, WATER QUALITY REOUIRED- DOES NOT LIE WITHIN A 100 YEAR FLOOD PLAIN. .168 AC.FT. OR 7,329 CU.FT. 1:W24 11►�_ IN _1 TOTAL SITE AREA: 64,120.56 SQ.FT. OR 1.47 ACRES M.O.L. TOTAL PERVIOUS AREA: 64,120.56 SQ.FT. OR 30.07% OF SITE PROPOSED SITE AREAS: TOTAL SITE AREA: 64,120.56 SQ.FT. OR 1.47 ACRES M.O.L. FLOOR AREAS:(1-STORY BUILDING) TOTAL BLDG. SQ.FT. 8,585.50 SQ.FT. OR 5.71% OF SITE TOTAL IMPERVIOUS AREA: 44,842.11 SQ.FT. OR 69.93% OF SITE TOTAL PERVIOUS AREA: 19,278.45 SQ.FT. OR 30.07% OF SITE VEHICULAR USE AREA: 36,256.61 SQ.FT. OR 56.54% OF SITE DRAINAGE NOTE CONTRACTOR IS TO PROVIDE EROSION CONTROL SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER/ AND/OR AUTHORITIES. ELEVATION LEGEND 21.30 PROPOSED ELEVATION \/ EXISTING ELEVATION TO BE MATCHED EXISTING SPOT ELEVATION \'y� SURFACE WATER FLOW 10 9 DIVERSIFIED SPE IALt 8 INSTITUTE, INC. 6 511 UNION STREET, SV, 1 00 5 N ASH VI LLE, TN 37219 Phone Number: (615) 777- 201 4 PLANS PREPARED BY: _-�- 3 2 MDM 1 Services, Inc. �a ENGINEERING & ENVIRONMENTAL RICHARD R. No. Dr. Date P.O. BOX 6930 LAKE1N0, FL 33W--6930 tL. P.E. REG 61 (863) 646-9130 , CIV14 GRADING AND DRAINAGE PLAN DSI NO. 04009 WEST 1st AND MULBERRY AVE SANFORD, FLORIDA ,$EMINOLE COUNTY SCAL : 1" = 20'-0" SHEET No. D AFE: 1 /27/05 C_3 �)RAWN: DWH MDM JOB # 5020 CH K' D BY: APPR. BY: SK. NO. OF a 6 w z Ld w OI w 6'-0" 8'-0" 9'-0" 3'-0" 24'-0" 2'-0" TOP OF BANK POND BANKS & BO OM POND BANKS & BOTTOM EX. GR. 17.40 17.4 TO BE OVERLAYED / TO BE OVERLAYED w/ EX. GR, 15.76 16.40 SAND —GROWN BAHIASOD SAND —GROWN BAHIA SOD 17.02 3 j\\ ., y :; ,':.. •',:.:: :' S WALE1440 ///\\\\j\�j\\\\\�\\\�\\\//\\//\���j//\\/���\� A MULBERRY AVENUE "=5'—O" SCALE: 1 5'-0" w POND BANKS & BOTTOM z ALL AREAS DISTURBED TO BE OVERLAYED w/ w WITHIN R/W SHALL SAND —GROWN SOD it BE SODDED 17.40 NEW CMU 17.40 �I RETAINING WALL 0 ;?';::+.:a ,�.;;^i•-;,; i 100YR. _MAX _STAGE — — — — — — — — — — 16.98 i\/ 14.69 14.40 14.19 ./A/VA��\AA/AA/A/AA/AA/AA//AA/AA//AA/AA/A�//AA/AA/A/A/AA//AA/AA/AA/AA VA%/VA�i��%/�%j�%%�%j� ��%%%%\%%%%%%%%%�%%�%%�%%��/%�%%�%/A�%%�%/VA ���.::::' "mot' 1 C:; ..::.«,:.; r,.•-.; ..; �; SHWT ( B POND CROSS SECTION "=5-0" SCALE: 1 INV. 9.50 PROPERTY LINE T.W. 17.40 / INV. \ 9.70 I I WEIR 16.65 INV. INV. NV I 9.70 11.5 RIM S-2 4'x4'x4" THK. I 12.20 CONC. SLAB Z J INV. A 15.35 w 3:1 3:1 a 0 o- w T.W. 5,_0., z 91_0" 17.00 r WEIR INV. 16.65 17.40 w TOP OF WALLLPON _ 1_00_YR. _MAX_S_TA_GE _� _EL. 16.98_ I0 M.E.G. M.E.G. 15.35 o TOP EMERG_WEIR-I WQ ELEV. ® 15.35 t14.3 ±14.0 - — 4'x4'x4" THK. � EXIST. POND BOTTOM @ EL. 14.40 CONC. SLAB RIM S-2 13.83 12.20 SHWT @ EL. 13.40\i. ! !i <. ,%//; //\��\�:tii�! -\ 18" HDPE -------------- {\o/ /i \/i% / icy/\:/\/ ✓\�>1y\ ;�\ ,, i '"\\\ \.\ \`\\ \\\\\ \i \e \ L y.,..,q,M•T.* �i, � •</ \/, \: �\�a \ , / /\f� \\/,`t,/� / � � .�j.//`� .�\/ \�\ ��%\�;\\�// � ���\/ \/`\ /�f�%�/ice /� i\�f\/���i\//���!`/': C� M1y'S'.,� Yq;:': I' � •?;f I N V ���� C POND CROSS SECTION PLAN AND ELEVATION VIEW "=5-0" SCALE: 1 ID 16.55 24'-0" POND BANKS & BOTTOM TO BE OVERLAYED w/ SAND —GROWN BAHIA SOD SWALE :.� SC-310 CHAMBER OR EQUAL SC-310 END CAP CHAMBERS SHALL MEET STRUCTURAL REQUIREMENTS OF AASHTO SECTION 12.12 FOR H2O DESIGN VEHICLE GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, 3/4 — 2—INCH WASHED, <35% FINES. COMPACT IN 6" LIFTS TO 95% PROCTOR DENSITY. CRUSHED, ANGULAR STONE SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN ADS 601 GEOTEXTILE STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR EQUAL PAVEMENT OR WWW.STORMTECH.COM. ;RUTTING FROM VEHICLES MAY OCCUR .a. ,. t:I.NCR.E.A...S... E COVER •.:., a.:.<: ..... �cc < DESIGN ENGINEER IS RESPONSIBLE FOR_/ ENSURING SUITABILITY OF SUBGRADE SOILS* FOR STORMTECH INFORMATION CALL 1-888-892-2694 EL. 17.40 17_00 --�� I ' /I INV. n -.115.351 4" PVC W/ TEE & —� PLUG ELEVATION A in1 MIN. 12" MIN. TYP. *SEE STORMTECH'S DESIGN MANUAL STUB SIZE AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAI AVAIL MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTION/DENSITY DESIGNATION DESIGNATION REQUIREMENT FILL MATERIAL FROM 18" ANY SOIL/ROCK MATERIALS, NATIVE N/A NIA PREPARE PER ENGINEER'S PLANS. PAVED TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEER'S PLANS. INSTALLATIONS MAY HAVE STRINGENT MATERIAL CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. SUBGRADE REQUIREMENTS. © FILL MATERIAL FOR 6" TO 18" GRANULAR WELL -GRADED 3, 357, 4, 467, A-1 COMPACT IN 6" LIFTS TO A MINIMUM 95% ELEVATION ABOVE CHAMBERS SOIL/AGGREGATE MIXTURES, 5, 56, 57, 6, A-2 STANDARD PROCTOR DENSITY. ROLLER GROSS (24" FOR UNPAVED INSTALLATIONS) <35 % FINES. 67, 68, 7, 78, A-3 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. 8, 89, 9, 10 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. © EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3, 357, 4, 467, 5, N/A NO COMPACTION REQUIRED AND TO A 6" ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 CHAMBERS M -2INCH Q FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3, 357, 4, 467, N/A PLATE COMPACT OR ROLL TO ACHIEVE A CHAMBERS MAJORITY OF PARTICLES BETWEEN 5, 56, 57 95% STANDARD PROCTOR DENSITY 3/, - 2 INCH PART # CHAMBER PIPE SIZE A B C D SC310EPE06T SC 310 m 150 mm m 244 mm +n 98 mm +n 147 mm N/A SC310EPE06B SC 310 150 mm 244 mm 98 mm N/A 13 mm SC310EPE12B SC 310 300 mm 343 mm 196 mm N/A 23 mm WHITE LETTERS W/ RED BACKGROUND & WHITE STRIPE STOP SIN TRAFFIC SIGNS ARE TO BE LOCATED AS SPECIFIED IN THE SITE PLAN, TYPICAL SIGNS ARE SHOWN BELOW. LETTERS AND SYMBOLS WILL BE WHITE DIE —CUT VINYL (DECAL —TYPE); LETTERS WILL BE UPPER & LOWER CASE, HELVETICA IN STYLE. NOTE ALL REGULATORY SIGNS SHALL BE MADE OF HIGH INTENSITY REFLECTIVE MATERIALS(3M DIAMOND GRADE OR EQUIVALENT) & SHALL CONFORM TO MUTCD, & SEMINOLE COUNTY ENGINEERING STANDARDS) TYPICAL SIGN ELEVATIONS CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. F.T.P.-26 PER FDOT INDEX NO. 1 F.T.P.-55 SI INDEX NO. 1 KC. PARKNQ SIGN NOTES 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A RELECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CITY OF SANFORD I HANDICAP PARKING (FL. D.O.T. APPROVED; 3. 0 j w m w m H W W (n x POLE HEIGHT LAMP WATTAGE 10'-16' 400 W LO I 3'-4" 2 1 /4" 2 1 /4" f 2'-4" 00 \ 2„ 2„ C � O C O C C �_ O_ A M C O C O C � O ro C B PLAN 3'-4" 5 1 /4" 2'-0" 5 1 /4" N "A" INFLOW NG/OUTFLOWING EYE BOLT DRAINAGE PIPES SEE INDEX 201 Q OF FDOT BOOK 2" CL. C o I �I N SECTION FDOT TYPE "C" INLET INDEX NO. 232 1'-6„ DIAMETER ELEVATION POLE HEIGHT <=16' >16' X 15" 301, TYPICAL YARD LIGHT DETAIL Y 4'8" 5'6" FURNISHED BY OWNER, INSTALLED BY G.C.: LIGHT FIXTURE, MOUNTING ARM, POLE, ANCHOR BOLTS, NUTS, AND WASHERS BY OWNER, ALL OTHER MATERIALS FURNISHED AND INSTALLED BY G.C. C OVER SECTION B APPROX WEIGHT 235LBS. 2'-4" p N N� I 1 1 /2" 11 1 /2" 11 1 /2" 1 1 /2" SECTION A NO. 4 BARS NOTE: @ 12 CTRS. 1. 15' MAXIMUM (SEE INDEX NO. 201, SHT. 4 & 5 FOR REINF. MOD. FOR DEPTHS 13' TO 15' 2. INSTALL SOLID COVER AT STRUCTURES NOTED AS JUNCTION BOXES 3. REFER TO DWG C2.0 FOR CATCH BASIN & JUNCTION BOX DIMENSIONS & ELEVATION "A", "B", "C", "D" AND FOR PIPING SIZE, MATERIAL & ORIENTATION. VACUUM BREAKE — BACKFLOW PREVENTOR TOP VIEW NIDEL MODEL 34H WITH 3/4" HOSE THREAD IJH t KAUG CROSS SECTION THROUGH "A -A' Below Grade SHUN "OFF VALVE / HOSE BIB DETAIL N.T.S. 6" PVC PLUG THREADED FERRULE & COUNTER SUNK BRASS SCREW PLUG. FERRULE TO BE FLUSH WITH CONCRETE PAD. 2'-6" SQ 3" GRADE a R x Tj o 45' 4" PVC BEND 6"x4"x6' PVC WYE CLEANOUT DETAI NO SCALE 6" OR 8" PVC F —145' ELL I I LONG ELL TEE-V(E W/BRASS PLUG FLUSH W/CONCRETE PLAN 1 FLUSH BRASS PLUG GRADE •4 I CONCRETE PAD OMIT IN CONCRETE PAVING I AREAS LONG ELL SLOPE TO I STORM SEWER � FOUNDATION MATERIAL TYPICAL CLEAN -OUT RISER (CANOPY DRAINAGE) DETAIL NO SCALE N CITE e D 0 NOT SCALE THIS DRAWING SOD � I 1 / CO � �o y 0 �W 0 0 }} — — — — — — m �I `'�D ( // CONCRETE SLAB 3" THICK REINFORCED WITH 6" X 6" 10/10 WELDED WIRE FABRIC `n r — SOD S' SOD A C 4:1 OR 2:j 8 0 SADDLE�� DITCH GRADE 1-0 _. �. ROUND CONCRETE #4 ROD 6" 5' SOD PIPE VARIES E ROUND CONCRETE PIPE SECTION NOTES: 1. PLACEMENT OF ENTRANCE BARRIERS SHALL BE ACCORDING TO F.D.O.T. STANDARDS. 2. LETTERS REFER TO F.D.O.T. DESIGN STANDARDS "DIMENSIONS AND QUANTITIES CHART ON INDEX NUMBER 272. CONCRETE MITERED END SECTIONS FOR CONCRETE PIPE 6' HIGH FDOT TYPE B CHAIN LINK FENCE (BLACK OR GREEN VINYL COATED) AROUND ENTIRE PERIMETER OF POND W/ 8"x8"x2' FOOTING FOR EACH POST 1" MORTAR CAP K.O. BLOCK W/2 #4 CONT BOND BEAM 17.40 TOP OF POND BANK 8" CMU W/ CONCRETE FILLED CELLS #4 VERT. @ 24" O.C. 3/4" STUCCO TO MATCH BLDG SEASONAL HIGH WATER TABLE 13.40..... @ ELE —------------------- — VATION 13.40 4 CROSS BARS @ 16" O.C.---- TOP) (4) #5 BARS CONT. (3 ON TOP & 1 BOTT.) #4 DOWEL @ 24" O.0 TOP WALL 17.40 _.mil 1 --- i UV FIN. GRADE (VARIES) MAX. EL. 16.20 MIN. EL. 14.40 n I o 0 I = N X I 0 I II 8" I ' V-2„ 2'-6" CMU RETAINING WALL 10 9 DIVERSIFIED SPECIA 8 7 INSTITUTE, INC. 6 511 UNION STREET, SUI�E 18 5 N ASH VI LLE, TN 37219 Phone Number: (615) 7�7-81 4 PLANS PREPARED BY: Is 3 2 MDM 1 Services, Inc. ENGINEERING do ENVIRONMENTAL REVISIONS No. Dr. Date P.O. Box 8930 WO1MO, FL 33807-6930 0 p If (863) 646-9130 A. 00 MISC. SITE DETAILS DSI NO. 04009 1 WEST 1st AND SANFORD, MULBERRY FLORIDA AVE o SSE, MINOLE COUNTY SCALE: AS NOTED SHEET No. DAT . 1 /27/05 �_ C J AWN: DWH CH K' D BY: MDM JOB f 5020 ZD R. M9 RIS L L �748 j APPR. BY: SHT. NO. OF 6 s 0 �" RCP V3, z I / CONC. GRASS MEDIAN TE ROAD 46) ST. GERTRUDE WEST 1ST STREET (STA 2s_ 32' ASPHALT PAVEMENT (EASTBOUND LANE OF DIVIDED HIGHWAY) CO 106.0' RIGHT—OF—WAY GSA n S-1 SANITARY SEWER MANHOLE — TOP EL=15.34' INVERT W. 18" VCR EL=11.64' INVERT E. 36" VCR EL=12.14' 18" VCP CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4771 SUNSHINE STATE ONE CALL OF FLORIDA, INC. V) Q CD C NEW 1 1/2 METER & B.F.P. FOR HOUSE METER, UHU -- 36" RCI 67 71G I I\ 7A 7 TIER LI_NE -T 184 L.F. OF 4114 S RY SE SEW NE (GRAVITY) TO NEW MH. MIN SLOPE 1/8" PER FOOT (TYP) 255.00'(F+P) OHU WEST 2ND STREET 26' ASPHALT PAVEMENT 66.0' RIGHT—OF—WAY 01nv%+IVnC 1HDLL ST-1 ST-2 ST-7 ST-8 STORM MANHOLE STORM MANHOLE CATCH BASIN CATCH BASIN TOP EL.=14.05' TOP EL.=15.55' TOP EL=16.21' TOP EL=17.68 INVERT W. 36" RCP EL=7.75' INVERT W. 36" RCP EL=9.25' INVERT W. 18" RCP EL=13.51' INVERT W. 18" RCP EL=14.88' INVERT E. 36" RCP EL=7.75' INVERT E. 36" RCP EL=9.30' INVERT E. 24" RCP EL=13.56' INVERT E. 18" RCP EL=14.93' INVERT SW. 18" RCP EL=9.50' INVERT NW. 8" VCP EL=11.25' INVERT N. 18" RCP EL=10.50' S-1 ST-3 ST-4 SANITARY SEWER MANHOLE STORM MANHOLE STORM MANHOLE TOP EL=15.34' TOP EL.=15.36 TOP EL=14.27 INVERT W. 18" VCP EL=11.64' INVERT W. 36" RCP EL=8.96 INVERT W. 36" RCP EL=8.02' INVERT E. 36" VCP EL=12.14' INVERT E. 36" RCP EL-8.91' INVERT E. 36" RCP EL=8.02' INVERT NE. 8" VCP EL=11.46' INVERT N. 18" RCP EL=9.42' ST-5 ST-6 STORM MANHOLE CATCH BASIN TOP EL=14.21 TOP EL=16.50 INVERT W. 8" VCP EL=10.21' INVERT W. 24" RCP EL=13.80' INVERT E. 18" RCP EL=9.81' INVERT E. 24" RCP EL=13.75' CITY OF SANFORD U ITIES 300 N. PARK AVENU SANFORD, FLORIDA ''771 (407)-330-5649 WATER CITY OF SANFORD U [TIES 300 N. PARK AVENU SANFORD, FLORIDA '_771 (407)-330-5649 GAS PEOPLES GAS 600 W. ROBINSON S __ET ORLANDO, FLORIDA 5802 (407)-425-4661 STANDARD WATER/SEWER SEPARATION STATEMENT SANITARY SEWERS, FORCE MAINS & STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS FORCE MAINS & STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE & THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS & STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER & THE WATER MAINS SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET OF ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RE— STRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER MAIN PIPE JOINTS AND THE WATER MAIN PIPE JOINTS EQUIDISTANT FROM THE POINT OF CROSSING. (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. A MINIMUM OF 10 FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATION WHENEVER POSSIBLE IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR IN AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A DISTANCE OF 18 INCHES IN PARALLEL INSTALLATION, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHALL ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). ALL DIP SHALL BE CLASS 250 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED. FINISHED GRADE MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) TO THREE FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. A MINIMUM VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. A CROSSING PROVISIONS OF FAC RULE 17-604 AND 10 STATES STANDARDS APPLY. BALL VALVE FOR 2 INCHES AND BELOW—� (DOMESTIC AND IRRI— GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) THREADED NIPPLE (TYP SLOPE FROM N c0 FINAL GRADE 2 INCH AND BELOW ASSEMBLY DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) OWN TO SERVICE NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY —FLANGED. (FIGURE 500B). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 500B) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD I 1999 I FIG. 500A DISINFECTION BEFORE BEING PLACED IN SERVICE, ALL NEW WATER MAINS SHALL BE CHLORINATED IN ACCORDANCE WITH THE SPECIFICA BELOW AND THE PROCEDURES OUTLINE IN AWWA C-651 "STANDARD PROCEDURE FOR DISINFECTING WATER MAINS". ALL PROVISIONS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT SHALL BE COMPLIED WITH. WATER SYSTEM TESTNO HYDROSTATIC TESTING SHALL BE PERFORMED AT 150 POUNDS PER SQUARE INCH PRESSURE, UNLESS OTHERWISE APPROVED BY THE CITY, FOR A PERIOD OF NOT LESS THAN TWO ?) HOURS. TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13, AWWA STANDARD C600 FOR DUCTIBLE IRON PIPE AND AWWA MANUAL NUMBER M-23 FOR PVC PIPE. THE TESTING PROCEDURE SHALL INCLUDE THE CONTINUED APPLICATION OF THE SPECIFIED PRESSURE TO THE TEST SYSTEM, FOR THE TWO HOUR PERIOD, BY WAY OF A PUMP TAKING SUPPLY FROM A CONTAINER SUITABLE FOR MEASURING WATER LOSS. THE AMOUNT OF LOSS SHALL BE DETERMINED BY MEASURING THE VOLUME DISPLACED FROM SAID CONTAINER. SHOULD THE TEST FAIL, NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE CONTRACTOR AND THE TEST REPEATED UNTIL WITHIN THE ESTABLISHED LIMITS. THE CONTRACTOR SHALL FURNISH THE NECESSARY LABOR, WATER PUMPS, GAUGES AND ALL OTHER ITEMS REQUIRED TO CONDUCT THE REQUIRED WATER DISTRIBUTION SYSTEM AND PERFORM NECESSARY REPAIRS. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1 1999 1 FIG. 507 SLEEVE SEWER LINE 20'— CEN. ON WATER LINE --- SANITARY SEWER LINE 18" MIN. TER LINE WATER/SEWER CONFLICT NOT TO SCALE r Q 10 '`9 BELLSOUTH DIVERSIFIED SPE IALT SOUTH ORLANDO, DO,STEFLORIDASTREET 8 INSTITUTE IN, ORLANDO, ORIDA 32819 (407)-351-8186 7 POWER 6 511 UNION STREET, � IT 18 0 FLORIDA POWER & LIGHT NASHVILLE, TN 37219 P.O. BOX 2149 5 Phone Number: (615) 1777--8 '_01 SANFORD, FLORIDA 32772 (407)-328-1909 4 PLANS PREPARED BY: CABLE 3 \1 / \ TIME WARNER CABLE 2 AK,� l l 3767 ALL AMERICAN BOULEVARD ORLANDO, FLORIDA 32810 1 (407)-295-9119 EXT 1636 Services, Inc. ENGINEERING & ENVIRONMENTALICHARD R. REVISIONS No. Dr. Date P.O. BOX 6930 LANIAM, FL 33807-6930 PE RE'G (863) 646-9130 C04k UTILITY PLAN DSI NO. 04009 WEST 1st AND MULBERRY AVE SANFORD, FLORIDA SEMINOLE COUNTY SCALE: 1 " 20'-0" DA; 1/27/05 JVRRAWN: DWH CHK'D BY: APPR. BY: SHEET No. U -1 MDM JOB # 5020 SMT. NO. OF ss W 0 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECKOR SCHEDULE 80 PVC PIPE FLREDUCED PRESSURE DEVICE AND FTFTiNGS METER BOX AND LID UNION UNION TO BE FLUSH WRH FINISHED GRADE. SHUT OFF VALVE 12" TO 30" ABOVE CURB 4" TO 6' GRADE FINISHED-7 GRADE METER CURB STOP SERVICE LINE f CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVAN® AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. S. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 DISINFECTION Before being placed In service, all new water mains shall be chlorinated In accordance with the s below and the procedures outline in AWWA C-651 Standard Procedure for Disinfecting Water Main All provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed at 150 pounds per square Inch pressure, unless otherwise approved by the City, for a period of not less than two (2) hours. Testing shall be In accordance with the applicable provisions as set forth In Section 13, AWWA Standard C600 for duotible Iron pipe and AWWA Manual Number M-23 for PVC pipe. The testing procedure shall Include the continued application of the specified pressure to the test system, for the two hour period, by way of a pump taking supply from a container suitable for measuring wafer loss. The amount of lose shall be determin y measuring the volume displaced from said container. Should the test fall, necessary repairs shall be accomplished by the eonh acior and the test repeated until within the established limits. The contractor shall furnish the necessary labor, water pumps, gauges and all other Hems required to conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 LOT WYE WITH 6' BRANCH LINE SEWER MADE SIZE VARIES 45, W.E WITH BEND NY BRANCH SERVICE CLEAN -OUT (SEE NOTE 2) PERMANENT PLUG (TYP) SERVICE CLEAN -0UT PRE(TYP) (SEE NOTE 2) LOT z LINE TYPICAL LOCATION OF LOCATOR DEVICE BEND � SERVICE CLEAN -OUT . LAN (SEE NOTE 2) FINISHED GRADE e: i SLOPE TO TERNII AT 6' PVCIT, (DETPTIPIi TERMINAL DEPTH ROTATE 6" PVC AS REQUIRED FOR ST (TYP.) I SPRING LINE SERVICE (3' MIN.) TERMINAL DEPTH ( NOTE i) (TIP.) AS REQUIRED FOR SERVICE (3' MIN.) SEWER MAIN (TYP.) SINGLE DOUBLE SERVICE SERVICE PROFILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC: LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE R. AND FITTINGS METER BOX AND LID UNION TO BE FLUSH WITH FINISHED GRADE.\IX, SHUT OFF VALVE CURB r 4" TO 6" PRESSURE VACUUM BREAKER OR REDUCED PRESSURE DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) r UNION 12" TO 30" ABOVE GRADE GRADE � - w METER CURB STOP SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES -� CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. - WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN 10" TO 18' PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. imm TWVWA -MAIN YW FQGfi eA714 YMI Y•el 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. NMI eFl1r 3�1961 NMI e3P'1. 3laaA MMI eiLVr 31 IUUW FarAMi MAIQ YMI rOTAti MATIR WFI MrAMi MA.iR YN/ POTAMI RAM MAN tGL1fi eA1Q MAN F'7RAet[ wATOt IIAN i PAPER BACKED ADHESIVE TAPE (TYPICAL) ,-/ Merl MAX racy sAT0 wm- 1" rorAas wAYDI MAN 6 '--/ I•••- 1 INCHES BLUE TAPE WiTH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN ,WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) V-6MIN. W 3'-0' MAX. 5' 2'-0' i INSIDE W OUTSIDE WALL BITUMINOUS EPDXY COATINGS v� a JOINT SURFACES PER SPECIFICATIONS (SEE NOTE 5) 4'-0' S' MIN. PRE -PRIMED PRE -MOLDED PLASTIC JOINT SURFACES JOINT SEALER ITH PROTECTIVE ei WRAPPER ENCHING PER SPECIFICATIONS p o (WRAPPER TO i' BE REMOVED) REINFORCEMENT AND JOINT B. COMPLETED JOINT WITH DETAIL TO BE DESIGNED BY I NIN. SQUEEZE-OVT SQUEEZE -OUT THE ENGINEER AND { 8" MIN. APPROVED BY THE 9" 8, CITY. 9J t- I9J --tM 'T - SECTION JOI DETAI BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A CORPORATION MAW WITH WOOD CORPORATION Y-BRANCH STOP (1" TON.) CAL ED BEEN - STOP (I" •) FITTING LOT NUM- BERS (i' x 3/4' x 3/4') CURB STOP CURB STOP (SEE NOTE 3) a 3 6' EA MAX 3 PROPERTY TUBING LINE (1 TUBING MI PROPERTY ' MIN.) (I-' IUNJ LONE SINGLE METER BOX AND INDIVIDUAL METER BOXES t WATER METER UP To 2' WATER METERS DP TO 2" (BY CITY OF SANFORD) (BY CITY OF SANFORD) aunt c �rpinrE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG ' MAIN (SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF CONNECTOR) 30' - 45, YOKE BAR METER AWWA TYPE CURB STOP CC THREADS WATER MAIN TYPE "K' FLEXIBLE COPPER OR CTS POLYETHYLENE SADDLE TUBING (1' MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WiTH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 GROUND LEVEL 18" VINYL CONTINUOUS MAX.36" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: 'CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW' OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOMPURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: 'CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER. POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 THICKNESS (INCHES) MATERIAL MANUFACTURER DIAM EIS) (INCH HEIGHT (FEET) -20 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E SQUARE CUT EDGE TRENCH WIDTH VARIES SEE NOTE 10 OF EXISTING PAYMENT (TYP.) W/ SIZE OF PIPE I .RED GRADE i 2' MIN. ASPHALTIC CONC. WHEN FLEXIBLE P ENT N IS CUT. x SEE NOTE 2 GLE MAY VARY m SEE NOTE 4� E W In PIPE O.D. zi r a s N il SELECT o �. COMMON = FILL Imo! o Q m = BEDDING ROCK i N PIPE BEDDING (SEE NOTE 8 R 9) UNDISTURBED •OTES: EARTH PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. TRENCH BACKFILL' COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CiTY. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REARS( A SUITABLE FOUNDATION. 0. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 1. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 TEE PRECAST HOLE WALL ✓- INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE ILET CONNECTION DROP PIPE S REQUIRED (SEE NOTE 1) 90' BEND 2- STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.) W/ SUE OF PIPE FINISHED GRADE TV -MIN. ASPHALTIC CONC. Y WHEN FLEXIBLE PAVEMENT Is CUT N OLE MAY VARY SEE NOTE 2 x � SEE NOTE 4� F W vi < C M • PIPE O.D. s 6" (TYP) p a SELECT o S COMMON c FILL M Z W UNDISTURBED o_ EARTH a (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFiLL• COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL. 100-125 P.S.L. SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLAW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WiTH STATE OF FLORIDA TRENCH SAFETY ACT. S. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI FASF_-OP "crnaU WATCD' AS APPLICABLE PLAN ALL COVERS ncc "ec" OR EQUAL F "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES IIED ACES '2" MIN. FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 REVISIONS No-1 Dr. I Date !- /_' e 100NIZONA, NOW-, i Lei 021 M:�a • B •• r a� -I a- • t • • r a• •a • a/ a a • I • a s a •• I r r, • B B 0000000000000 00000000000013 51713 000000000❑ 0 00000011131317013 11111313131313 0 0 0 0 13 13 v o o RECLAIMED o 0 0 ❑op WATER 000 D 001713 1113 CI 130000 70000000000011 7000000000000 7000000000000 I= p p rl TT 171 rI O 17 177❑ /❑000 \ a000000❑ ❑ 0 0 13131113 0 0 0 ❑ 0 13 a o 13 13 13 13 0 ❑ ❑0000000000❑ 00❑ 0013 ❑0❑ ❑ SEWER 13p 13 DO❑ 000 1100000000000 ❑00000000❑ ❑0000000 ❑0000❑ RECLAIMED WATER SEWER ❑000 0000000❑ ❑00000000❑ 1:10000000000 1313130000000013 ❑'' 000 1000 WATER ❑0❑ --- 000 130000000130013 ❑00000000❑ 00000000 130000❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS -T CITY OF SANFORD 1999 FIG. 115 DIVERSIFIED SPEPIAL INSTITUTE, INC. 511 UNION STREET,/SUIT 1800 N ASH VI LLE, TN /37219� Phone Number: (61 ) 777-�201 PLANS PREPARED BY: MD MAY Services, Inc. ENGINEERING & ENVIRONMENTAL i1 P.O. BOX 6930 LAKELAND, FL $jeQ7 6g3D IL P.E.F Fl_ P.. E (863) 646-9130 C CiTY OF SANFORD UTILITY DETAILS DSI NO. 04009 WEST 1st AND MULBERRY AVE SANFORD, FLORIDA SEMINOLE COUNTY SCCACE : 1" = 20'-0" SHEET No. KATE: 1 /27/05 J DRAWN: DWH "-2 CH W D B Y: MDM JOB # 5020 AP P R. BY: SHT NO. OF STUCCO FINISH ON EXTERIOR OF TRASH ENCLOSURE & WRAP STUCCO FINISH 8" ON INTERIOR OF ENCLOSURE 5-9" HIGH PAINTED METAL SWING GATES W/MEETING RAIL, GATE LATCH & I CANE BOLT (PAINT PER I OWNER'S SPECS) I I SPIT FAE 4" SQUARE STL. HINGE 8{ LCONCeBIOCK POST FILLED W/CONCRETE cc 1 TO MATCH BUILDI{iI�IG 1 PAIR 5'-9" X 5' 4" I 1 HIGH METAL GATES ( f 8" X 12" TIE COLUMN I i I W/4 #5 VERT. BARS I i I 6"'CONCRETE 3500' P.S.I. W/I & #3 TIES ® 32" O.C. I 6"X6" W1.4 X W1.41 WWF 8" CONC. SLAB I I W/ FIBERMESH j !ao \ 1 #5 CONT. THICKENED EDGE �;'�� 18" O x 30" DEEP �� ' � • FOOTING FOR GATE / POST 1'-6" CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4771 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 8" x 12" CONC. TIE BEAM W/4 #5 CONT. & #3 TIES O 32" O.C. 1" CHAMFER - 6" SQ. STEEL BOLLARD CONC. FILLED #5 VERTICAL BARS EA. TIE COLUMN N \ID/A\ / ' #5 CONT. L0 / 'V 8" THICKENED EDGE TRASH ENCLOSURE - SECTION A -A SCALE: 1 /2" = 1'-0" r n innr, nei,. i-rrn k-Al AT FRONT OF T.E. TRASH ENCLOSURE - GATE ELEVATION SCALE: 1 /2" = 1'-0" THIS TRASH ENCLOSURE IS DESIGNED FOR A 110 MPH WIND LOAD SST CONC. CURB VE SLAB 0 I CONCRETE FILLED 6" SO. SCH. 40 STEEL PIPE. FURNISHED & INSTALLED BY G.C. a ° ° a .4 0 I �/ d. :0 N \ ° 777777 ������� BOLLARD DETAIL N.T.S. 1 V-4" 8" 10'-0" 8" X 12" TIE COLL I W/4 #5 VERT. BAf 8" x 12" CONC. TIE BEAM & #3 TIES ® 32" �W/4 #5 CONT. & #3 TIES @ 32" O.C. OVER 8" BLOCK WALL F] 00 1 ( of ( i Ll 8" X 12" TIE COLL ) W/4 #5 VERT. BAf & #3 TIES @ 32" ,. _.._ 18" 0 C, C. FOOTING 30" DE' 6'-4" 3'-3" HIGH - PAINTEI W/METi METAL GATES RAIL GATE LATCH CANE BOLT FTC 6" SQ. STEEL X >) BOLLARDS CONC. x FILLED 3'-0" 4'-0" 18"0 x 30' CONC. FOOTING 8" x 12" CONC. TIE BEAM W/4 #5 CONT. & #3 TIES Q 32" O.C. OVER 8" BLOCK WALL 180, SWING >< _r / 3'-0" 6" CONCRETE 3500 P.S.I. W/ 6"X6" W1.4 X W1.4 WWF Ll14" X 12" CONC. FOOTING 10'-4" POST TO L POST 180' SWING TRASH ENCLOSURE - PLAN VIEW SCALE: 1 /2" = 1'-0" 8" X 12" TIE COLUMN W/4 #5 VERT. BARS & #3 TIES ® 32" O.C. $" x 12" CONC. TIE BEAM W/4 #5 CONT. & #3 TIES @32" O.C. OVER 8" BLOCK WALL 8" CONC. BLOCK W/ 3/4" STUCCO 8" X 12" TIE COLUMN -W/4 #5 VERT. BARS & #3 TIES ® 32" O.C. 4" SQUARE STEEL HINGE POST FILLED W/CONC. - TYP. 18" DOWEL FOOTER FOR POST BEARING METAL )LT LOCK PAD FURNISHED & INSTALLED BY G.C. CANE BOLT LOCK PAD N.T.S. FILLED CELL W/ (1) #5 BAR CONT. (TYP) i ao 4•, 5'-4"(MAX) 8 X 8 X 16 C.M.U. (TYP) TYPICAI FILLED CELL DETAIL N.T.S. REVISIONS DEB113NC�A 1.) CODE: SOUTH FLORIDA BUILDING CODE 2.) WIND: ASCE 7-93, 110 MPH, EXPOSURE C 3.) SOILS: DESIGN BEARING CAPACITY (SFBC 2402.1) = 2500 PSF ALLOWABLE BEARING CAPACITY (SFBC 2402.2) BY A WAY OF RECOGNIZED TESTS (MDM SEVICES GEOTECHNICAL REPORT, COPY PROVIDED HEREWITH) = 2500 PSF 4.) ENGINEERED UNIT MASONRY: DESIGNED PER S.F.B.C. 2705.2 IN ACCORDANCE WITH ACI 530-2, ASCE 5-92 & TMS 602-92, 1. All concrete shall be controlled concrete complying with all ACI Building Code requirements, of a minimum ultimate compressive strength at 28 days of 3,000 p.s.i. 2. All reinforcing bars shall be new billet steel, deformed type, ASTM A-615 Grade 60 (or equal) and shall comply with all ACI Code requirements. They shall be field wired in place. 3. Length of reinforcing splices shall conform to SOUTH FLORIDA Building Code requirements, and in no case shall be less than 30 bar diameters. All horizontal and tie beam bars shall be bent & lapped around corners a min of 48 bar diameter. 4. All slabs on earth shall be reinforced with welded wire mesh or fiber mesh concrete as called for on the drawings, placed 1 1/2" from top and over any pipes or conduits in slab. 5. All concrete shall have a slump of no greater than 4" (to within a tolerance of 1".) 6. Not used 7. All formwork and placement of concrete shall comply with good construction practices and be in accordance with all local governing codes, and regulations. 8. Determine size & location of mechanical equipment and make provisions for bolts, sleeves, pads etc from manufacturers certified drawings. This work shall be coordinated with the trades involved 9. Membrane curing & sealing compound shall conform to the latest ASTM specifications. 10. All concrete shall be moist cured a min. of 7 days BdO lMT �AABONRY (Section 2705.2) - Special inspector required per 2705.4. 1. Concrete Masonry Units: Shall be hollow unit masonry in accordance with ASTM C 90 and shall have a minimum net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270) to provide a design compressive strength (f' m) of 1500 psi. The reinforcement shall be Grade 60 and identified in accordance with ASTM A 615. 2. Grout: The grout shall have a maximum course aggregate size of 3/8 inch placed at an 8 to 11 inch slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in accordance with ASTM C 1019, or shall be in accordance with ASTM C 476. 3. Reinforcement Splices: Shall be a minimum of 30 inches for # 5 bars. 4. Reinforcement Substitutions: Where two #5 bars are required within the some grouted masonry cell or bond beam, one #7 bar may be substituted. 5. Bending Reinforcement: All reinforcement shall be bent cold, in the shop or in the field, provided the bend diameter, measured on the inside of the bar, is not less than six -bar diameters. Reinforcement partially embedded in concrete shall not be field bent. EXCEPTION: If bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 6. Masonry Cleanouts: Cleanout openings (12 sq. in.) shall be provided for cells containing spliced reinforcement when the grout lift (pour) exceeds 5 feet in height. MOISTURE PROTECTION-3/4" STUCCO APPLIED TO EXTERIOR WALLS #5 REBAR VERTICAL W/STD. HOOKS ti TOP & BOTTOM s I STANDARD BLOCK r� 9 GA HORIZ. LADDER TYPE R/F 0 16" V.C., TYP. STANDARD BLOCK s 30" LAP ® FOOTINGS CMU WALL, REINF., AND MOIST. PROTECTION N.T.S. mmm ©mm ©-- mmm No.1 Dr. 1 Date DIVERSIFIED SPE IAL INSTITUTE, INC. 511 UNION STREET, .,,S (TE` 80 N ASH VI LLE, TN 7219 Phone Number: (61 ) 77 201 PLANS PREPARED BY: MD Services, Inc. ENGINEERING & ENVIRONMENTAL Ii RICHAR P.O. BOX 8930 LN(F1M1D, R 33807-6 Ft. p.E I (883) 646-91 C TRASH ENCLOSURE DETAILS DSI NO. 04009 WEST 1st AND MULBERRY AVE SANE RD, FLORIDA S3MINOLE COUNTY SCALE -.""AS NOTED SHEET No. ATE: 1 /27/05 TE-1 DRAWN: DWH CH WD BY: MDM JOB 5020 A P P R. BY: W. NO. OF 1 6 6 i" RCP OHU a C) 0 ST- 2 UG WATER S-1 SANITARY SEWER MANHOLE - TOP EL=15.34' INVERT W. 18" VCP EL=11.64' INVERT E. 36" VCP EL=12.14' 18" VCP UG 1E� CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4771 SUNSHINE STATE ONE CALL OF FLORIDA, INC. ST- 3 CHU — Z W I— ` z w Q a > :3: W Q 0 LL- d J ~ �0 z= a� Qo fr N 00 r� N 00 V W5 L 0 OL- CHU ST- 8 w Fol 7. CONC. & GRASS MEDIAN WEST ST. GERTRUDE 1ST STREET (STATE ROAD 46) HIGHWAY -� 32' ASPHALT PAVEMENT (EASTBOUND LANE OF DIVIDED ) qc 106.0' RIGHT-OF-WAY WATER WATER CHU D 36" RCf CHU _ M ORIGINAL TIER LINE-T — — �� — — ��� rFIRl RASIG nF BEARING /St _ o L I 2 IL �o N 04 N UL NEW MEDICAL FACILITY 3 I 77-Ow x tm-6" 8585.50 SO. FT. �bo z GE 0 I TRA I SURE Nko ❑� - _ S89 40'19'W(F) 255.00'(F+P) CIR 5/8' LS 6288 Q 0 GAS - STORM SEWER CI R I PROPOSED TRUCK - PATH PLAN I WEST 2ND STREET 26' ASPHALT PAVEMENT 66.0' RIGHT—OF—WAY GAS 18" RCP STRUCTURE TABLE ST-1 ST-2 ST-7 ST-8 STORM MANHOLE STORM MANHOLE CATCH BASIN CATCH BASIN TOP EL.=14.05' TOP EL.=15.55' TOP EL=16.21' TOP EL=17.68 INVERT W. 36" RCP EL=7.75' INVERT W. 36" RCP EL=9.25' INVERT W. 18" RCP EL=13.51' INVERT W. 18" RCP EL=14.88' INVERT E. 35" RCP EL=7.75' INVERT E. 36" RCP EL=9.30' INVERT E. 24" RCP EL=13.56' INVERT E. 18" RCP EL=14.93' INVERT SW. 18" RCP EL=9.50' INVERT NW. 8" VCP EL=11.25' INVERT N. 18" RCP EL=10.50' S-1 ST-3 ST-4 SANITARY SEWER MANHOLE STORM MANHOLE STORM MANHOLE TOP EL=15.34' TOP EL.=15.36 TOP EL=14.27 INVERT W. 18" VCP EL=11.64' INVERT W. 36" RCP EL=8.96 INVERT W. 36" RCP EL=8.02' INVERT E. 36" VCP EL=12.14' INVERT E. 36" RCP EL=8.91' INVERT E. 36" RCP EL=8.02' INVERT NE. 8" VCP EL=11.46' INVERT N. 18" RCP EL=9.42' ST-5 ST-6 STORM MANHOLE CATCH BASIN TOP EL=14.21 TOP EL=16.50 INVERT W. 8" VCP EL=10.21' INVERT W. 24" RCP EL=13.80' INVERT E. 18" RCP EL=9.81' INVERT E. 24" RCP EL=13.75' GAS Q 10 9 DIVERSIFIED SPE rA-L 8 7 INSTITUTE, I N 6 511 UNION STREET, S TE 00 5 NASHVILLE, TN 37�19 Phone Number: (615) V77 � 2 1 4 PLANS PREPARED BY- 3 2 MDM 1 Services, Inc. ENGINEERING & ENVIRONMENTAL REVISIONS No. Dr. Date P.O. BOX 6930 LA��uO, FL. 33507-6930 R`�PE ° (863) 646-9130 \ v TRUCK PATH PLAN DSI NO. 04009 WEST 1st AND MULBERRY AVE SANFORD, FLORIDA SEMINOLE COUNTY SCALE 1" = 20'-0" SHEET No. DAAy : 1 /27/05 TR-1 �)RAWN: DWH CH K' D BY: MDM JOB # 5020 APPR. BY: W NO. OF -2 a -2 bo a 40 4 -2 _5 :s -7"5---D" (TREi1t-H) 3'-6 s 6 6 6 6 o 4, a = 0 Ln 0 r, c:l i ID G.C. TO EXCAVATE A! I 6'-0" x 44'-7" x 2'-0' 4 TO SANITARY DEEP TRENCH FOR �� } ✓- 3" TO SANITARY SEWER BY G.C. PLUMBING CONNECTIONS � ` I ! I SEVER BY G.C. BELOW BUILDING G.C. CONNECTION BELOW BUILDING ( iI(- \� I \ - - - 1 - - - - - - a\ �\ - - --- -- - - --- _---- -_ - ----_- -_.- -- -- --------------------- -- - -- -- -- ---- - ------------------- -- -- -- - ----- ---- ---- - -- -- - -- - --- --- - ---- -- - - -- --- - - ---- _ - - - _-__�-------- ---- _- --- _ ---- ---_- - -- _--- _ -- - ----- - - ---- -- - ---- r --�-- - - - - - - - - - '- - -- -- - - \ --- -- Ij I 30 6 7j 3" f FOONNG "E" ` r FOOTING "E" FOOTING "E" ' -FOOTING "E" FOOTING "E"J I I I FOOTING "E„ _-EaGTJPd� E' FOOTING "E"J ---- --� } cFOOTING ; 4" TO SANITARY 1Q.41 k 10.41 k 10.41 k 10.59 k I 10.75 k 10.75 k 10.75 k BLOCKOUT iN ! �'38 S ' FLOOR FOR � EV+1=R 8'( G.C. .:.I I I G.C. TO EXCAVATE A ! , , � + +ELECTRICAL` ! � , � of I r►- - - - - �► 2'-0" x 2'-0" x l'-0" I I , ; DEEP HOLE FOR P-TRAPS- (TYPICAL 16 PLACES) r - G.C. sGPJNEGTIO"J cl FOOTING "A" FOOTING "A" i I �- Q_ 8,. ' BELOW BUILDING ! Z :7.48 r 25.30 k Uj ZD , -FOOTING °E" FOOTING 4" TO SANITARY + ` 1" 2'- 0" �- llN� 4.04 k FOOTING ' C' ( FOOTING ' C" F00 LING "C" C„ FOOTING "D" r--f FOOTING , 8.58 k 4" TO SANITARY I SEV'rER BY G.C. I 17.56 k 14.92 k 21.18 k ' " I I _ ._ ___-- 17.08 k �' SE4,ER BY G.C. 33.68 k i = r I ' ' G.C. CONNECTION --- _ - -� - --- ---------- = o j - -- -t i 70 n { F- �► - ' I BLOCKOUT IN FLOOR - BELOW BUILDING=' CV -�® % J S ----- -.r- +1---�---�{ I -- -E -` -- FOR HIRE OPPRESSION =--- ---- 4� G.C. CONNECTION SYSTEM i I 5' ' ''------------ ----- ---- -- =! \ I I I G.C. CONNECTION - T', i BELOW BUILDING 1 r------`- \ BELOW BUILDING FOOTING "A„-\ -- -- - - FOOTING "C" ` : -- - -- _ - ---_� r ----- 28.78 k 18,78 k I f 11 - 2" CW SERVICE _ Z : - BY G.C. s/� FOOTING 17.68 k -- r1FOOTING I t t 1 1 t :� ! ri ` � �j` � \\ -L- --- j tf• +..1{ ! t r OCt r{' I - i - - ----------------------- • I`- `- FOOTING „E„ �� 1 l . T =� - - - -a► 4.04 k r FOOTING "D" FOOTING »C' FOOTING "C" FOOTING "A„ - 4'-1"- --' - -' Ii ' 17.56 k I 14.92 k t [-.,:` --_ -G.C. CONNECTION 33.68 k 27.04 k 4" f0 SANITARY BELOW BUILDING G C. CONNECTION I J- '`�-t -ai 1 :8ELOVY BUiLDL_I'__9 IP" IPJG SEV`,ER BY G.C. , , r„ ...o . , o .. '1- - - - - -�' r I j i4 ]o , v- r ! _ - _ - - - - - - - - -- L- - - -- -- - - - - - ------ ----- FOOTING „E„Fc,aTINc „c„ ! i'oi .1-5 Ti ( r I, 8 - = s �� : FOOTING - "'- - - 7.90 k FOOTING "A" ' - FOOTING "C' FOOTING "A" FOOTING "A I 18.36 k f ----. - ---- - ----� FOOTING "C" 9.58 k ,, / 18.82 k 25.14 k 16.21 k 26.20 k 28.21 k _ t j FOOTING "A" -i ` G.C. e I - i c. CONNECTION 4" TO SANITARY- '' ' ' ` _�-_ BELO'(1 BUILDING 29.5G k I G.C. TO EXCAVATE A SEV,ER BY G.C. 2'-0" AREA FOR NN PLUMBING CONNECTIONS G.C. CONNECTION : � ( BELOV'f BUILDING ( ( I BELOYI BUILDING 4" TO SANITARY -------- -�- / SEWER BY G.C. a G.C. CONNECTION FOOTING "E" I ocM o BELOW BUILDING � 4.04 koc - J Ij 4" TO SANITARY - � , � � �. `� �:- � � � F_ SEMR BY G.C. R -' -� -- �=FOOTING "C" FOOTING „�'-FOOTIfdG "A" �-FOOTING "C" FOOTING "A" �� FOOTING -- =C I 33.68 Nk D 17.56 k 14.92 k 24.32 k ( 19.56 k 25..30 k 22.62 k FOOTING "E"- G.C.- f �( �-CONNECTION ---- ' 9.04 k. I; -- BELOW BUILDING ;� - 4' TO SANITARY SEE SITE PLAN FOR FINISH SUNER BY G.C. 'I L2T0"''-- )" r + FLOOR ELEVATION + ! , , G.C. CONN_CilOi!- ;; 1 BELOW BUILDING, Lo r__ I Z i W o �- FOOTING „F„\� FOOTING 4.84 k FOOTING "D° FOOTING "C" FOOTING "C" FOOTING "C" `- FOOTING "A" `-- FOOTING "C' -FOOTING "D" 6.32 ! ' 32.32 k r 16.38 k ! 18.14 k , 19.98 k , 28.70 k , 11.54 k -0" 3'-- 1/2"I 31.66 k FOOTING "E" 3'--0" ?_-0"{ 5.21 k SI I _1 z + FOOTING "E" , � FOOTING "E" , FOOTING "E" , j FOOTING "E" ; /-- FOOTING "E" FOOTING "E„-� , ( G.C. CONNECTION - I FOOTING "E" FOOTING "E' -\ ( � r i III I i I ` ;---- 10,41 k 10.41 k 10.4i k `�� 10.59 k 1 10.75 k 10.75 k \ - BELOW BUILDING � � 1D.75 k 5.38 k i �O ~+ T T \ \ i M - - - - - 1 - -- - - I (�- n + ! 1- I G.C. CONNECTION � � G.G. CONNECTION BELOW BUILDING I BELOW BUILDING I 4" TO SANITARY r-> �E1F'ER BY G.C. r -4 TO SANITARYR IT " TO SANITARY i ALL PULL DIMENSIONS ARE TO ORIGINATE FROM 4� I THE HEEL OF THE PERIMETER BASE CHANNEL SEVkR BY G.C_ SEWER BY G.C. I E I+T PpQrIr r T s rt, -8" 27-3 1/2 40-11 I �.' 6 1j? 68'_71f?" 32`-3 1 2 i 96-- ---- I c; /- -� 1 /2 1 1 Q -10 I r} .F_- �r.ak� c, n ( -- -- -� 131, _-8 1.3 _ 1 1 /2 ; 3 - 7 1 /? 4 I ' ! 'f'- I 1 1 1 T'-() 1 /2 _--_-_-- I 1 2 3 4 5 6 7 8 9 FOUNDATION PLAN FRONT OF BUILDING SCALE: 3/16" = 1' 0" c; i;eria: I4% CcrtstTyi:e Of Floors rif ti g of Floor Lord--- 01I2610S - AnlCYCI D"`C _____---- pG1 ar Divsion LEGEND B.S. BUILDING SUPPLIER G.C. GENERAL CONTRAC IOR (PRWADED BY DST) DSI DIVERSIFIED SPECIALTY INSTITUTES, INC, DENOTES WORK TO BE DONE IN THE FfELD BY GENERAL CONTRACTOR BY :MADISON FIELD ERECTOR � (-D o V ) w m E (� Q z __j z Q 0 CV w4 �+ Q o __J LL_ Q o H X z �w o < p ROGER S. UNGERFELT, P.E iJC. Na. 35677 MODEL No. 7711 1 DS900 FILE NAME D9001, _Nl_RI\JD DRAWN BY DATE �C. MALCOM 12-22-04 CHECKED BY DATE SCALE REV. DATE 3/I6" - 1'-0" DR`NG. No. F-1 M SHEET OF 2 35 -3 6 _0 -2 -2 -3 -3 s J SEE SITE PLAN FOR FINISH FLOOR ELEVATION STEEL BASE FRAME— - 1'ELD PLATE \ 11 — -- s 40---- ----- ----- 4 -- ---a-- - -- -� (8) �4 VERTICALS d� d 4 ° AT 24" SQUARE °° d � J \ 4 4.. �A 4 (3) #4 TIES ° i d ° ° 4, FROST LINE c d - 41 ° d d J 4 1#4 RODS EACH WAY d 4 z 12" MAX. SPACING I °° d a L Q `,4 ° ° d ° 8' HOOK 4'--0" ROUND TYPICAL FOOTING DETAIL SCALE: 3/4" = 1'-0" SEE SITE PLAN FOR FINISH STEEL WALL FLOOR ELEVATION - -- --- --STEEL-BASE FRAr,4E� 1"rEL D PLATE d.- - d--- ----- _ - ---104 . i (4) i14 VERnCALS - I AT 18" SQUARE ° 4 d a i 4 ` d (3) #4 TIES FROST FROST LINE (� ------------------- lj L Q 4 t - d Q d. - 114 4 RODS EACH WAY —Z I.° J 12" MAX. SPACING I 4 L a da ------- -- -- a ------------------ LIP 4" HOOK 4'--0" ROUND --, _FOOTING "C" �E OOTING TYPICAL FOOTING DETAIL SCAM: 3/4" = 1'-0" A 1/1Trn FOOTING "A" FORTING "D" 1. ASSUMED SOIL BEARING CAPACITY = 2000 P.S.F. LATERAL SOIL PRESSURE = 250 P.S.F. PER FOOT OF DEPTH CONCRETE = 3000 P.S.I. AT 28 DAYS REINFORCING = DEFORMED BILLET PER A.S.T.M. A615 GRADE 60 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE REQUIRED LOAD TESTS OR OTHER ADEQUATE PROOF AS TO THE PERMISSIBLE SAFE BEARING CAPACITY OF THE SOIL. 3. IT SHALE BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ACCURATELY POUR ALL FOUNDATION TO THE PROPER ELEVATIONS AS SHOWN ON THE APPROVED FOUNDATION PLAN AND SET ALL ANCHOR BOLTS AND / OR WELD PLATES TO PROPER DIMENSIONS AND ELEVATIONS. 4. BOTTOM OF ALL FOOTINGS TO BE CARRIED TO A MINIMUM OF 1'-0" BELOW LOCAL FROST LINE. --- STEEL WALL SEE SITE PLAN FOR FINISH -� FLOOR ELEVATION STEEL BASE FRAME 3/16" 4° TYP. "rELD PLATE---- \ a} d J d d a J 4 °" J d d 4 . a4 d 4 J d v d ' d 4J. a d 4 c d e d. Q J . d 4 Q d - d J , TYPICAL FIELD WELDING AT PERIMETER DETAIL SCALE: 3/4" = 1'-0" #4 VERTICALS MAT AND TIES TO BE A CLOSED HOOP TIED AT CORNER SECTION SCALE: 3/4" = 1'-0" F-1� NOMINAL TOP OF WELD PLATES ARE 12" (±1/4") BELOW STATED FINISH FLOOR ELEVATION. SEE SITE PLAN FOR FINISH FLOOR ELEVATION. ALL WELD PLATES TO BE AT SAME ELEVATION. 1 F-W SEE SITE PLAN FOR FINISH FLOOR ELEVATION -------------------------- WELD PLATE—..,,. 4 J . 4 ° J4 61 d Q ° d C 4_ d d - �TYP. 3/16" ji 4" 1-G. @ 72" O.C. G.F. ---------------------------- STEEL BASE FRAMES AT MODULE LINES d Q G 4 J 4 4 . aQ 4 ° Q G° d" 4 J 4 � TYPICAL FIELD WELDING AT MODULES DETAIL SCALE: 3/4" TYPICAL FOOTING REINFORCING DETAIL SCALE: 3/4" = 1'-O" B.S. = BUILDING SUPPLIER - MADISON INDUSTRIES M.S.C. = MADISON SITE CONTRACTOR G.C. = DIVERSIFIED SPECIALTY INSTITUTES, INC. FTG. = FOOTING ELEV. = ELEVA"flat SQ. = SQUARE O/C = ON CENTER C/C = CENTER TO CENTER 0/0 = OUTSIDE TO OUTSIDE T.0.1. = TOP OF ISLAND - AT CE - CENTERLINE = BUILDING LINE N.S. = NEAR SIDE F.S. = FAR SIDE TYP. = TYPICAL TIES 10 BE A CLOSED HOOP TIED AT CORNER MAT TO BE A CLOSED HOOP LAID ON HOOKS OF VERTICAL RODS AND TIED AT CORNER SEE SITE PLAN FOR FINISH - FLOOR ELEVATION STEEL BASE FRAME 13/16 ''"F_LD PLAFIE --� J a 4 - ° J m 4. d °4 ° a Q d d d J d ? ° J cd 4. 4_ 1 4 d d STEEL WALL — CTYP. 4' 3" X 3" X 1 /4" X 4" LONG SUEANGLE CLIP TO FILL OAP SPACING ALTERNATE FIELD WELDING AT UNLEVEL FOOTING DETAIL SCALE: 3/4" = 1'-O" 8., I I V -8% 12"x 1/4" S FEEL JFI PLATE 3/16" 1/2%, x 8" LONG WELD PLATE DETAIL SCALE: 1 1/2" = 1'-0" AGEENIC;Y APPR0VAL .�Ci 7 t:�d3 CO �=lNdian CUL�CS 2F:(t .Cf1EL9 IO f;r,o ,11IO,i!ny crster:'�. Consi. Types ! oa;upanry A,loi�c^rb!? Ko, t Of Floors i`:'i::;i Wocity _ 151 Fires mating of _ Ext. Vlalls Apprc.=::i Late O I;2Gr' f1> PSI f:':cdula, Divslon _ DENOTES WORK TO BE DONE IN THE RELD -'J� BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR LL � z o w m � UO ►� U) cn � z I--- O W � 0 � � z � cry a W z z < =D �n __j a l� O W � CID r o H r {� T r= ROGER S. LINGERFELT, P.E LIC. No. 35677 MODEL No. 7 7111 DS900 FILE NAME D9002_M_F:ND DRAWN BY DATE G. r.1ALC01M 12-22--04 CHECKED BY DALE SCALE REV. DATE 1/4" = 1'-0" WNG. No. F-2M SHEET OF 3 35 oa No. HAND 6 4 19 SEE 11 L PLAN FOR FINISH FLOOR ELEVATION F c ---- ------ .-"---- STEEL SASE FRAME — 'HELD PLATE— \ (4) T4 VERTICALS — AT 20" SQUARE (3' TIES ' #4 RODS EACH WAY 12" IMAX. SPACING TYPICAL FOOTING DETAIL SCALE: 3/4" = 1'-0" FROST LINE iI FOOTING „A„ FOOTING "B" �E F (,111 iIN(� .,`" SEE SITE PLAN FOR FINISH FLOOR ELEVATION --------------------------- - --- -- -- ----- --_— --STEEL BASE FRAME 4KVELD PLATE -- °---------------- (.8) ,f,4 VERTICALS d d d j ad ° AT.36" SQUARE ° ,4 d. d FROST LINE (3) 44 Tl ES ° . , d ° . d d � � a e ° n4 RODS EACH WAYG 12" MAX. SPACIN i. dd CD --- _ f d _ 8" HOOK 4'-6" 'SQUARE TYPICAL FOOTING DETAIL SCALE: 3/4" = V-0" FOOTING "C" �E NOTES 1, ASSUMED SOIL BEARING CAPACITY = 2000 P.S.F. LATERAL SOIL PRESSURE = 250 P.S.F. PER FOOT OF DEPTH CONCRETE = 3000 P.S.I. AT 28 DAYS REINFORCING = DEFORMED BILLET PER A.S.T M. A615 GRADE 60 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE REQUIRED LOAD TESTS OR OTHER ADEQUATE PROOF AS TO THE PERMISSIBLE SAFE BEARING CAPACITY OF THE SOIL. 3. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ACCURATELY POUR ALL FOUNDATION TO THE PROPER ELEVATIONS AS SHOV"N ON THE APPROVED FOUNDATION PLAN AND SET ALL ANCHOR BOLTS AND / OR WELD PLATES TO PROPER DIMENSIONS AND ELEVATIONS. 4. BOTTOM OF ALL FOOTINGS TO BE CARRIED TO A MINIMUM OF 1'-0" BELOW LOCAL FROST LINE, STEEL WALL SEE SITE PLAN FOR FINISH FLOOR ELEVATION -------------------- i STEEL BASE FRAME TYP. 3/16" 4„ ` WELD PLATE --� d- a ° c ° a a d ? a °d d d. d ° a 4 ° d C d ado, a d .a ° a. ° c d v ° a ° a „ TYPICAL FIELD WELDING AT PERIMETER DETAIL SCALE: 3/4" = 1'-0" #4 VERTICALS —� /1\ MAT AND TIES TO BE A CLOSED HOOP TIED / AT CORNER 01 SECTION { SCALE: 3/4" = 1'-0" F-1M NOMINAL TOP OF WELD PLATES ARE 12" (±1/4") BELOW STATED FINISH FLOOR ELEVATION. SEE SITE PLAN FOR FINISH FLOOR ELEVATION. ALL WELD PLATES TO BE AT SAME ELEVATION. SEE SITE PLAN FOR FINISH T,(P. FLOOR ELEVATIONJ3/11" 4" LG. @ 72" O.C. --_ G.F. —STEEL BASE FRAMES HELD PLATEAT MODULE LINES --T- � d v d d d d ° ° d ° d ° d ° 4 a. TYPICAL FIELD WELDING AT MODULES DETAIL SCALE: 3/4" = 1'-0" TIES TO BE A CLOSED HOOP TIED AT CORNER MAT TO BE A CLOSED HOOP LAID ON HOOKS OF VERTICAL RODS AND TIED AT CORNER TYPICAL FOOTING REINFORCING DETAIL SCALE: 3/4" = 1'-0" ABBREVIATIONS B.S. = BUILDING SUPPLIER — MADISON INDUSTRIES M.S.C. = MADISON SITE CONTRACTOR G.C. = DIVERSIFIED SPECIALTY INSTITUTES, INC. FTC. = FOOTING ELEV. = ELEVAZN SQ. = SQUARE O/C — ON CENTER C/C = CENTER TO CENTER 0/0 = OUTSIDE TO OUTSIDE T.0.1. — TOP OF ISLAND @ — AT = CENTERLINE = BUILDING LINE N.S. = NEAR SIDE F.S. = FAR SIDE TYP. = TYPICAL SEE SITE PLAN FOR FINISH FLOOR ELEVATION -- - ------ 1------------ STEEL BASE FRAME ---- %� 3/10 WELD PLATE �a v d Z_ d °a ` d d d. d ° c 4 d d STEEL WALL --1 TYP. 3" X 3 X, 1 /4" X r" LONG STEEL ANGLE CLIP TO FILL GAP SPACING ALTERNATE FIELD WELDING AT UNLEVEL FOOTING DETAIL SCALE: 3/4" = 1'-0" I i � —8"x 12"x 1 /4" STEEL tiaiELD PLATE 3/16" — 1/2"4 x 8" LONG WELD PLATE DETAIL SCALE: 1 1/2" = 1'-0" AGEi` C,Y APPP,O' AL the ,a prints ccmpfy v.`ih t. F(crida 'ae f t:r- d Eui! •ag ..a, c[ f979 11c1,,<truction Co.,_, and hc.: to the io!Io'r.incJ - cortst. Type OEfiaors — — i :10 VVi❑d Vc ncih/ Fire Rating of Ci Ext. °,Yaks Floor Load Approval vria 01126/ 0 PSI i.lodthr Div.,310n DENOTES WORK TO BE DONE -IN THE FIELD BY GENERAL CON FRACTOR BY MADISON FIELD ERECTOR W C z W m u% Q C/ � � Q � z w 4 0 (,n O Q w � � cn --j o Q o w � X W O Fri v ROGER S. LINGERFELT, P.E LIC. No. 35677 MODEL No. 77111 DS900 FILE NAME D9002_I,A_SQ DRAWN BY DATE G. MALCOM 1 2-22-04 SCALE REV. DATE 1/4" = I' 0,, DRWO. No. F-2M_ SHEET OF 3 35 .JOB CJo. HAND � � y y -2 * ^ m T.V. MOUNTING PLATE INSTALL CENTER OF PLATE 22" ABOVE FLOOR TYPICAL 24 PLACES ROOF ACCESS LADDER � 200 Fj 206 Fj 1 103 1103 1 MEDICAL 206 Fr [163 13 CLINIC DIRECTOR'31 OFFICE \�)------ \�/----- c�' c�/ /��` `-/ 1/2HBQHT /�7. /�\ /n\ /n\ '- �� Y4 �� �� �� WALL 69 ��/�/�C���|0�� l �l�����~���/|l��� - / (�} | `-' |\IR v\/wc /�� � /�\ � \»,/ �1 � | \^�/�vU U '--- � |`+v^ �---��--� ��/�\U � \'�/ c�/6]\ \ /xsT --- \�� '_T] |l�_��| &/��~|� � ��T ' �� T �"`-/ / �� �� �� �� V4 Y4�� �� ���� (�X�� ry TV IV 12 IF 103 Tvj TREATMENT I EiLu Qij I / T \ /7 \ E I ID LIMLY MNNT C47/x�\ LOCKER AREA 05 (ABOVE) JANI CONFERENCE ROOM 207 17 38 cz ------------------------------------------------------------------------- -------����-�� | U ����|���H ~~ ' °° ^ °~""'~~ OPTIONAL L|V___]K/"\WALL ISO � i 21 ��TV TV �Llvll ' VESTIBULE F'I WAITING�==N�==� '51 1 103 407 (�D IF D-1 49 46 47 c "l, L ".E. / LJ, U Ljl I EOUIPMENT PLAN ]O" x 48. _� �_ CLEAR 48. x 56. CLEAR FLOOR SPACE FOR FLOOR SPACE FOR LAVATORY WATER CLOSET � � � TOTAL SQUARE FOOTAGE: 8585.5 LEGU���Ny� B'S. BUILDING SUPPLIER G.C. GENERAL CONTRACTOR (PROVIDED BY DS|' OS| DIVERSIFIED SPECIALTY INSTITUTES, INC. DENOTES WORK TO BE DONE IN T�E FELD BY GENERAL CONTRACI BY MADISON FIELD ERECTOR ROGER S. UMGERFEL[ PI UC. Nu 35677 oos FILE NAME D9003_IM DRAVirl BY I DATE 3/16^~1'-0" oa SHEET OF JOB No. ND 6 6 O 2 r, BUILDING EQUIPMENT SCHEDULE item i Quantity Description Furnished Installed Ship to 1 OPEN 2 1 FAX DSI DSI SITE 3 OPEN 4 1 COPIER — TOSHIBA E—STUDIO 35 DSI DSI SITE 5 4 STAFF LOCKERS DSI B.S. MADISON 6 1 SPOOL PRINTER DSI DSI SITE 7 1 RECESSED FLOOR SCALE WTH MONITOR DSI B.S. MADISON 8 1 CRASH CART DSI DSI SITE 9 3 UNDERCOUNTER REFRIGERATOR — SPACEMAKER No. GMRWAMP'IW DSI DSI SITE 10 1 MAINTENANCE BENCH DSf DSI SITE 11 1 REFRIGERATOR DSI DSI SITE 12 24 DIALYSIS CHAIR DSI DSI SITE 13 26 DIALYSIS MACHINE DSI DSI SITE 14 24 R.O. BOX DSI B.S. MADISON 15 24 TV AND SUSPENSION ARM DSI B.S. MADISON 16 1 EXAM TABLE DSI DSI- SI (E 17 1 MICROWAVE — G.E. No. JE13400 DSI DSI SITE 18 1 COFFEE MAKER DSI DSI SITE 19 1 PALLET JACK DSI DSI SITE 20 1 OTTOSCOPE DSI DSI SITE 21 1 BLOOD PRESSURE CUFF DSI DSI SITE 22 1 LABEL PRINTER DSI DSI SITE 23 1 TIME CLOCK DSI B.S. MADISON 24 1 SYSTEM RACK DSI B.S. MADISON 25 1 4'-2" x 11'-4" MOBILE SHELVING DSI DSI SITE 26 8 BICARB PALLETS DSf DSI SITE 27 8 CONFERENCE ROOM CHAIRS DSI DSI SITE 28 1 CONFERENCE ROOM TABLE DSI DSI SITE 29 1 UNDERCOUNTER LATERAL FILE B.S. B.S. MADISON 30 LOT CORNER GUARD B.S. B.S. MADISON 31 2 NURSE ISLAND B.S. B.S. MADISON 32 2 LOUNGE TABLE DSI DSI SITE 33 8 LOUNGE CHAIRS DSI DS1 SITE 34 1 COAT RACK (LOUNGE AREA) B.S. B.S. MADISON 35 1 RECEPTION AREA COUNTER B.S. B.S. MADISON 36 1 PREP CABINET WITH SINK AND OVERHEAD CABINET B.S. B.S. MADISON 37 1 ISO CABINET WTH SINK B.S. B.S. MADISON 38 1 LOUNGE CABINET B.S. B.S. MADISON 39 1 PENCIL DRAWER B.S. B.S. MADISON 40 1 UNDERCOUNTER FREEZER DSI DSI SITE BUILDING EQUIPMENT SCHEDULE Item Quantity Description Furnished Installed Ship to 41 1 CENTRIFUGE DSI DSI SITE 42 1 MAINTENANCE R.U. BOX DSI B.S. MADISON 43 2 MONITOR, KEYBOARD AND CPU DSI DSI SITE 44 5 PHYSICIANS STOOL DSI DSI SITE 45 5 GRAB BAR — BOBRICK No. B-6806 x 42" B.S. B.S. MADISON 46 5 GRAB BAR — BOBRICK No. B-6806 x 36" B.S. B.S. MADISON 47 13 PAPER TOWEL DISPENSER — BOBRICK No. B-262 B.S. B.S. MADISON 48 5 MIRROR, — BOBRICK No. B-293 (24" x 36") TILTING B.S. B.S. MADISON 49 5 SOAP DISPENSER (FREE STANDING) DSI DSI SITE 50 5 ROBE HOOK — BOBRICK No. 671 (MOUNT ON RESTROOM DOOR) B.S. B.S. MADISON 51 3 SANITARY NAPKIN DISPOSAL — BOBRICK No. 353 B.S. B.S. MADISON 52 5 RESTROOM SIGN B.S. B.S. MADISON 53 1 COAT RACK (TREATMENT AREA) B.S. B.S. MADISON 54 1 WATER HEATER (SEE DRWG. No. P-1 FOR SPEC.) B.S. B.S. MADISON 55 2 MOP SINK (SEE DRWG. No, P-1 FOR SPEC.) B.S. B.S. MADISON 56 5 COAT HOOK — BOBRICK No. B-682 B.S. BS. MADISON 57 1 PLEXIGLAS BACK SPLASH, 20"W. x 36"H. x 1/4" THICK B.S. B.S. MADISON 58 4 PAPER TOVrr-L DISPENSER (FREE STANDING) DSI DSI SITE 59 12 SOAP DISPENSER (FREE STANDING) DSI DSI SITE 60 5 TISSUE DISPENSER — BOBRICK No. B-2888 B.S. B.S. MADISON 61 1 WHEELCHAIR LIFT DSI DSI SITE 62 1 OXYGEN CONCENTRATOR DSI DSI SITE 63 1 WALL MOUNTED FIRE EXTINGUISHER DSI DSI SITE 64 3 CABINET MOUNTED FIRE EXTINGUISHER DSI DSi SITE 65 2 PAPER T0WEL DISPENSER — BOBRICK No. B-2621 B.S. B.S. MADISON 66 1 CABINET WITH SINK AND OVERHEAD STORAGE (S TERIMED) B.S. B.S. MADISON 67 2 STERIMED DSI DSI SITE 68 2 16" DEEP x 36" V4DE FIXED SHELF B.S. B.S. MADISON 69 6 16" DEEP ADJUSTABLE SHELF B.S. B.S. MADISON 70 OPEN 71 OPEN 72 OPEN 73 OPEN 74 OPEN 75 OPEN 76 OPEN 77 OPEN 78 OPEN 79 OPEN 80 OPEN G Q f- CL LLJ cn a AGENCY APPRO`Vil- Th 5r,. r,.;ts ear,{ 'y rr:'h F rida At c 9"? a a rc inn E 4� wrist. rype 1 h (T d Vcl:)ci±y Re P,aiinc, of 0 Ext. Vh . ��__.._-_ *I) ENGINEER t-l`JJr 4CF h 01�'GI0_ — — ROGER S. LINGERFELT, P.E. Appro. IDate LIC. No. 35677 PSI ;,Modular Divsiun MODEL No. - - - 77111 DS900 FILE NAME D9004_M LEGEND DRAWN BY DA TE t� G. MALCOM ll�� 12-22-04- B.S. BUILDING SUPPLIER CHECKED 6' DATE G.C. GENERAL CONTRACTOR (PROVIDED BY DSI) DSI DIVERSIFIED SPECIALTY INSTITUTES, INC. SCALE REV. DATE 3/ 16" — 1' 0" DR'N(l No. DENOTES WORK TO BE DONE IN THE RELD 0-2 I BY GENERAL CONTRACTOR SHEET of BY MMADISON FIELD ERECTOR 5 35 TO No. HAND STEEL_ BUILDIHIG 54'_9 1/2" (MODULE) 56 -6112," (�JODULF') _3" 12'-0" 6'-!0 1 9'- 6 3„ 6 -0 3 1'- 7 1/2" P 3 3" A 5,--0 1/2" 3, 1 5- 6 5_67, 51 5-6" 5' -6" 5' 5' CONCRETE FLOOR 5LAB OVER r2 BLOCKOUT IN 29 CA TYPE IF' 5 TYPE IF' DECKING. MIN. 3 1/2' FLOORFOR THICK MTH 2500 psi MINI. STEEL FLOOR A-3 ELECTRICAL COMPRESSIBLE STRENGTH DECKING C12 20.7 C12 20.7 171 Q - - - - - - - - - - n 7" 14 GA. IGALV. co FASTEN TO EACH FLOOR FASTEN T 6 7/8" 2 /8 14 GA. GALV_ cv SHEET METAL SHEET METRE CD JOIST WTH # 14 x 1 1/2" 1 CD -9 CD X-BRACING CN X-BRACING x LONG TYPE AB SELF 1AP_ x x x x x X x x X x x I X x 00 CID PING SCREWS @ 12" O.C. 00 1 3= CO 1 00 00 CID 00 00 CO 1 CO 03 2 MAX. SPACING X x x c,, 00 CO C-1 LLJ T.S. 3' x 3`', F.S. T.S, 3' x 3" x 3 /16" 1V LI.J ::D CD I of C12 x 20.7 LI, 3/16' x 16' C12 x 20.7 3/ 41 Mi CD C12 x 20.7 -c-1 C12 x 20.7 T.S. 3' 00 V C"i W8 x 18 1 10 19' - 1/2' —BLOCKOUT IN A-3 FLOOR FOR CD c:, x CD �i I ARE SUPPRESSION I 4 --- 00 T.S. 3" x 3*--L 3/16 CID x 1 x 00 1 X co I x co 1 x 00 I CID co co SYSTEM , x co 03 1 1 C10 x 15.3 _c--j - 1 i C11 cli D- C5 14 GA. GALV.— SHEET IMETAL x 31*-4 1/2" 21'- 1 x i T.' S. 3" 3' x W8 x 18 X-BRACING - 00 co I T.S. 3' x 3" 3/16 I x 3/16' CIO x 15.3 C12 x 20.7 3: C12 x 20.7 x 1 F C1 2 x 20.7 C12 x 20.7 x 15.3 "—T.S. .3' x 3" x 3/16' WILY. CD 6 CD c, 9 r9 1 , c,,l CD SHEET METAL ivi I I CD CD CD D C14 C,4 x x x 1 x I 1 x " — 'D I x I x X -BRACING 2 cli X x X X x C-4 CID co I co 1 cc I oo I co I co i co �i�_ I aD 3:1 I co i3- 1 x 5,4 � 1 5 113 1 5 i Z-8 1 C) 3 _3 41 /2 CID 1 -1 C 10 x C-4 C5 T S 3" X 3" I T.S. 3 x 3* T.S." 3" '/16'x 1 T.S. 3" x 3— ZD L Cn X, 3/16. C12 x 20.7 3/16*.,, x 3/16' C12 x 20.7 Mi QD C12 x 20.7 lIL C12 x 20.7 T.S. 3' x 3 IO,-,_) 112" 35'-6" co x 3/106" 3 jj 2� C8 x 11.5 L 11/2 1112 3/16 5 5' 6- L T RECESSED (D I c:) I <D FLU SCALE I C�, C14 x — I x x I x co 00 cz) Go 00 I cx:) DO I I x I 00 co C8 x 11-5 _xI iL2 1 I Co00 I cy-) I - x UD 1 00 x 1 00 1 :w CD C-4 x oo A-3 cl, 3"� t Uj => 4'- 0 -0 T.S. 3' x 3" o CD — -- -------- C12 x 20.7 C12 x 203 x 3/16' --------- C12 x 20.7 T.S. 3' x 3" J C12 x 20.7 I I x 3/16' T.S. 3" x 3, IF �7 8 x 18 T-) x 3/16' I-- 14 GA. GALV.-- SHEET METAL X-BRACING I::D T.S. 3" x 3*--7' C114 C-4 x x x x 3/16" 00 co x 03 x x x x Cc I x co I CID i CID I ao I cc, I CC x i I Go 1 CO 00 i co OD M x 18 "j, 1/2" T.S. 3" x'3' tl T.S. 3' x co 0011, C12 x 20.7 x 3/16" :1 I I I I C12 x 20.7 I I .3" V'r CD r C12 x 20.7 C12 x 20.7 51,--,, 119" 4 T.S. 3 x 3' x 3/160, 14 GA. GALV, SHEET �,JFT 1 I AL r I CD I CD CO I CD c:) I CD i CD I CD I CD X-BRACING c-Ij x x 00 00 CC) x co I x 1 (:)r 1 0 1 K 1 00 cli x 00 Cj C114 x x c14 CK3 I 1 cri I 1 oo 03 I 1 00 X 00 co X 1 co 1 X cc 1 00 3- co 14 GA. GALV. U C-) C> SHEET METAL X-BRACING -4, 6 L�j H CD u u 14 GA. GALV. T.S. 3' x 3" x 31/16" SHEET METAL UNLESS NOTED OTHERJWSE FLOOR FRAMING PLAN X—BRACING SCALE: 3/16" = 1'-0" ALL PULL DIMENSIONS ARE TO ORIGINATE FROM THE HEEL OF THE PERIMETER BASE CHANNEL -3 CCA-s NO. jl 0 5 P jj DENOTES WORK TO BE DONE IN THE FELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR O LD, 5 m < < L-:) CL 0 (-D c1f, < CD 0 LL_ 0 X - I u 0 < rn f,- 0 c� r- L.j LJ E E NG I I` I EE_ R ROGER S. LINGERFELI, P.E. LIC. No. 35677 MODEL No. 77111 DS900 FILE NAME D91 01 _IM DRAWN BY DATE G. MALCOM 12--22--04 CHECKED BY DATE SCALE REV. DATE 3/16" DRWG. No. A-1 SHEET OF 6 35 JOB No. HAND bo STEEL ffEL BUILDING v 0 14 GA. GALV— SHEET METAL X—BRACING 00 x O CID LLJ co Ln 14 GA. GALV, SHEET METAL Lj —BRACING X �jj QD 7CD 14 GA. GALV. SHEET METAL cr) I - X—BRACING 1�2 vi z cc CD c5 14 GA. GALV.- 6 SHEET METAL uj X—BRACING ALL PULL DIMENSIONS ARE TO ORIGINATE FROM THE HEEL OF THE PERIMETER BASE CHANNEL ROOF FRAMING PLAN Ub x b.Z 14 GA. GALV. SHEET METAL X—BRACING NOWENVA --------------------- GALV. 14 GA_ GALV. SHEET METAL X—BRACING m C> 14 GA. GAL',/. SHEET METAL X—BRACING C5 A G D4 'CY APPROVAL 11'rf Cr 1972 cnl,Elnicr: .on c'un aml to f;t�� fo!!ovfi,:,j OCCU 0 a P, C 151 0 Firelqating of EX,. 0 F Approval Dale M/ 05 p S I Modular D i v s 10 [l DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR ENGINEER ROGER S. UNGERFELT, P.E. LIC. No. 35677 MODEL No- 7711 1. 11 DS900 FILE NAME D9102M DRAV,Tl BY DATE G. MALCOM 112-22-04 CHECKED BY DATE SCALE R Ell. DATE ,3/ _ , (,I" I DRING. No. A-2 SHEET OF 7 35 JOB No. HAND m ;.r s C12 x 20.7 3/16 \ 2 1/2 - 36 /16 2 1/2 - 36 i - 3x2x3/16(S.L.V.) SECTION t SCALE: 1" = 1'-0" A-t SECTION SCALE: 1" -TS. 3 x 3 x 3/16 1LS. & F.S. 3/10 1/4" PLATE W/ 5/8"0 A307 M.B. - -'-12 x 2 0. 7 SECTION SCALE: 1" - 1'-0" 1/4 x LIFTING SECTION t3 SCALE: 1" 1-5/8'0 A-307 M.B. 0 1'-0` FRR0'd CEPITER OF COLUMN (EACH WAY) (.AT SI ICJ COL0NIS) nt n .. nn -) N.S. & F.S. FLANGE r1, SECTION 2 SCALE: 1" = 1'-O" A -I ----- - ---- --------------- y C12 x 20.7 I I I z� 4 x 3 x 1 /4 I I 1S 4 x 3 x 1 /4 T.S. 3 x 3 x 3/16- 2- 5 8" 0 A307 MB.'s I 2 r, 5 8"0 A307 MB.'s 2 .3/4 SECTION - PLAN 5 SCALE: 1" = 1'-O" ,�SCALE FRAME F, ram] IN6x121 4'-,' ,/4„ SECTION 3 SCALE: 1" = 1'-0" A-t T.S.3x3x3/16 e T.S.3x3x3/16 \N.S. & F.S. 3/16 1 /4" PLATE W/` 1 /4" PLATE W j 1-5/8"0 A307 M.B. ;�1-5/8�0 A307 M.B. I ,,-1-5/8"0 A307 M.B. AT 6'-0" O.C. TYP. AT MODULE LINE JOINTS C12 x 20.7� s� SECTION SCALE: 1" = 1'-O" A-t SCALE FRAME SECTION tl SCALE: 1" = 1'-O" A-t 1-5/8% A307 M.B. 3x,2x3j16 T.S.3x3x3/16 -� I /2 3x2x3/16 C6x8.2 - I C_., a I cn X U z SECTION - PLAN ru SCALE: 1" = 1'-0" A-2 C12 x 20.7 �j ----- zS 3 x 3 x 1 /4 1 W/ 2-5/8"0 A307 M.B.'s I T.S. 3 x3 x 3/16 N.S. & F.S. �6 ' 2 1/2 SECTION t6 SCALE: 1" = ?'-O" A-2 L 3" x 2" x 3/16" (SLV) ADD TO SCALE FRAME TO SUPPORT FLOOR DECK t /n z n'_A z/n YP. @ F.S. SECTION t4 SCALE: 1" = 1'-0" A-2 zi 4 x 4 x 1/2 LIFTING CLIP (STAGGERED) @ 18'-0" O/C MAX. 1'Y/ 3 - 3/4"0 A325 H.S.B.'s (TAWYELD NUT TO FLANGE OF CHANNEL) C12 x 20.7 I _ I <� a ( S4x7.7 S4x7.7 o i ! 0 Q * SECTION rl7 SCALE: 1" = 1'-0" A-2 C6 x 8.2 _1 � 4 x. 3 x 1 /4 1 2 5/WO A307 M.B.'s T.S. 3 x 3 x 3/16 � � ( / 3" T 3j16 "r// G r<4x3x1/4 % C12x20.7 cv CD 'C x r' tom; f� 2 SECTION - PLAN SCALE: 1" = 1'-0" A -I 3/16 \ 2 1/2 - 36 CIO x 15.3 -� - 3/16 2 1j2 - 36 L- z 3 x 2 x 3/16 (S.L .V.) SECTION SCALE: 1" = 1'-0" n-t Z-T.S. 3 x 3 x 3/16 - 106x8.2 SECTION 8 SCALE: 1" - 1' O" A-t SECTION 12 SCALE: 1" - 1' O" A-t 2 1/2 x 2 x 3/16 2 5/8"0 A307 I.I.B.'s j j 2-5/8"0 A307 M.B.'s t-1 r- SECTION - PLAN 14 SCALE: V = 1'-0" a-2 H.V.A.C. UNIT 3 1/2" x 1 1/2" x 4" V,1DE - 16 GA. CLIP ANGLES (6 PER UNIT) #14 x 3/4" TYPE "AB" SHEET METAL SCREWS WTH 'WASHERS (4 PER CLIP, 2 PER CONNECTION) —CONT. CAULK /-12 GA. GALV. ROOF CURB (FIELD INSTALLED) CONT. CAULK SHIPPING HEIGii T IIY 1 7[ �— 1 /2"0 X 1 1 /2" LG. MACH. BOLTS FIELD DRILL & FASTEN @ 16" O.C. AND ENDS. 1 0 L GA. GA V. ROOF CURB �x 1*FIBER BOARD INSULATION (MODULE LINE INSTALLED) N/ INSULATION STICK CLIPS —L3x3x3/16 SECTION 18 SCALE: 1" = 1'-O" A-2 TYP. @ F SECTION 4 SCALE: 1" = 1'-0" & F.S. FLANGE SECTION t5 SCALE: 1" = 1'-0" A-2 W 6 x 12 O O C14i __.__ ----- C12x20.7 I C12x20.7 l 2 - 5 �8"v A 107 MB.'s_ ; ;� 12 N 5/8"0 A_307 Q.'s 4x3x1/4 I { ! ��—_4x3x1/4 T.S.3x3x3/16-- I �I `- ��TS.3x )x3/16 43 x 2 x 3/16 - Z_ 3 x 2 x 3/16 3/4 SECTION - PLAN 4 SCALE: 1" = 1'-O" fi-t 20 GA.. STEEL CONCRETE -� T.S. 3 x 3 x 3/16 SCREED RAIL (BY MODULE LINE) \� C12 x 20.7 �.1------- '_-.._ —20 GA. STEEL CONCRETE ��- � SCREED RAIL � (BY MODULE LINE) 9 �3x2x.3/16(S.L.V.) - 178x10 ,118x10— 3/16 1/2" STEEL PLATE 3/16 SECTION SCALE: 1" 2-5/8"4 A307 M.B.'s T.S.3x3x.3/16-� 4-2 1/2 x 2 x 3/16 -� 2-5/8"0 A307 M.B.'s 3 x 3 x 3/16 2 1/2 x 2 x 3/16 I- � o v SECTION - PLAN t5 SCALE: 1" = 1'--0" n-2 c s reu a.:iid Ra i `d of .y73 Cor.truciat hW �y C .,, rr,'ir, ,;;e fr.;!a.:a i ENGINEER ' I I-V ROGER S. i1NGERFELT, P.ECccupancy cc:._,. Ts•:e _.___ __ � UC. t�1a. 35677 MODEL No. 77111 DS900 FILE NAME DRAViN BY DATE Flsr_.rEo; _ G. MALCOM 12-22-04 I ��� Af,?rCY:: !.::.a Ci-iECKFD BY DATE Pal Nlr ii:;ar D vsijn DRV.'G. No. DENOTES WORK TO BE DONE IN THE RELD A-3 BY GENERAL CONTRACTOR SHEET OF BY IIJADISON FIELD ERECTOR 8 35 7B No. HAND 4 i 1 6 6 CD I 0 �I (D 1 LWAA i 6 0/0 BUILI)ING, 54'-10 1/2" (MODULE) 56'-7 ?/''" (r)IO'DIUL E}- -- - ----- ---- ----- -- — - ------ „ „ E „ I'�-� i 12 -a„ 31 4 17' i 8-8 6-0 10-0 6,-0„ 7 `t 3 � �Gl SHEAR 'NALL (SEE DETAIL DRWG. No. A-4) I k If44 .C1 DETAIL No. 1 I _ , L �, i 7'-10" ?'-10" TREATMENT 18'-(9 1/2" ?'- 10" 12'-11 1/2" - �—- -- -- _ Q O t-- E I DETAIL No. 2 t �� of --- 77, j STATE INSIGNIA AND I II MANUFACTURERS DATA PLATE UNDER COUNTER Q I -- -- — - -- — ---t1 --- —� ---- ----------- --- i I i�---- r --------- — CUCAO MAI I /CCC r1CTAll t mwl AL. A_A1 FLOOR PLAN SCALE: 3/16" - 1'-0" A LL J 4 A-14 SHEAR MALL (SEE DETAIL DRING. No. A-4) , 1 1 1 Ri nc vni i r W P nnR =M I cv C7 G1 co C> Z W J �T 0 ROOF FRAME CHANNEL #14 x 3/4°' TYPE AB CL1 FASTENER`_ @ 8" O/C (I'YP. () T&B OF EACH PANEL) ni x 3/4" 1YPE AB FASTENERS @ 18" O/C RIB TO RIB (TYP. @ EACH RIB) o a c 'NALL PANEL `N/ 3" RIBS @ 16 0/C FLOOR FRA61E CHANNEL c TYPICAL SHEARWALL FASTENING DETAIL SCALE: N.T.S. z J m W U) i6 GA. STIFFENER } / ~ Q � z z V,XL PAIIEI - ~ _O Q r� (-- TYPICAL SHEARWALL AT WINDOW DETAIL SCALE: N.T.S. - "�'� CC N O W LL P..,DID Q Q O W � w tNN�i t— E w X A-5 w I p ~{ U � � n COLD & HOT LATER SUPPLY PIPING 00 - PLUMBING VENT Q a O' f, ■ , �- SHEET METAL z L - -- COL Ut,iN TRIM ( I • X �L 4,. �— T.S. 3" x 3" DETAIL No.1 SCALE: 1 1/2" = 1'-0" o T.S. 3" 3" r SHEET METAL �� c1 i J COL{Jr.4N TRIM Q PI-W.IBING VENT I f rji� I DETAIL No. 2 SCALE: 1 1/2" - 1 -0" ENGINEER ROGER S. LINGERFELT, P.E. LIC. l 1o. 35677 MODEL No. 77111 D S900 - WALL/PARTITION LEGEND FILE NAMIE AGENCYT , a Frig. cc J w?h the Hari Ea I'ancfac c� r 1 r 9'! 'r= t° r D9104—h'1 p t of 1S79 Cca r c Icn CcJcs ard'-' INSULATION IN WALL FOR SOUND PROOFING DRA`NN BY DATE cr,iena: t G. MALCOM 12--22-04 coast. lype 1 r1 I 'N HALF HAL HEIGh , rrAiL CHECKED BY DATE p{ipvy?w1B NO. .____,____._ SCALE REV. DATE Of F1o��ra 3/16" 1' 0" dlyd 1e;c ifip _ 0� DRYIG. No. Fire R tint �f ,11 DENOTES WORK TO BE DONE IN THE FIELD — 4, A Fjo�r LOU' 1) 1126105 BY GENERAI CONTRACTOR sNEET O. A1;pio val�a.e pSt r, aulzr Dlysion B'i I,,iADISON FIELD ERECTOR Q �J V JOB No. HAND -2 s 6 -j 6 -2 -2 M s 6,—?" ELEVATION SCALE: 3/16" =. 1'-0" 2" 12'- 10" ELEVATION SCALE: 3/16" = I'-T 12'-0" C-01 - 54'- 10 1/2" 260'- 2 1 ,11'--6" o//o BUILDING osA el C-0 V-- - Room 6,-0" 3 x 4 DOMSPOUT PAINT TO MATCH DRY\[IT (TYP. (6) PLACES) 12'- 10" 12' - 10" 12'- 10" 121,- 10" 77'-T o/o BUILDING 12 V 1 1 ---T I --T —T 4'- - 10 " 1 6,-0" 12 18 `_6'-7 1/2" El ) * E4 E2 E5 E3 1 -7' 1 1 1'," 6,4, AGEINCY APPR.QW�L The prints cumply wt`t the Fl-,md?. t.'anuftcfurerf t?ui!1,';.n-zj Act cf 197Q, Cca—,,-ct;on Codes and 1,1`ht-e to the i V Const. Type ---- I Ou-c "! pa. ricy AIInv. ble Of Floors i 0 Fire Rating of 0 EXt. 111al!5 Floor Lo,3d (I ., -p provalpati-, 01/26/03 PSI "lodulir Divsimri EXTERIOR COVERING COLOR SCHEDULE CD, 20 GA. STANDING V GROOVE SEAM ROOF PANELS COLOR : PEARL ',WHITE E2 EIFS "SAND PEBBLE" FINISH COLOR : TO MATCH SHER'MN Vill-LIAMS SW 2024 "GOBI BEIGE (E3) SPLIT FACE BLOCK PANEL COLOR SHERWIN WILLIAMS S1,1,1 2019 "JUNE BUG" (E4) SHEET METAL FASCIA PANEL COLOR PEARL VMITE E5 SILL PANEL COLOR -. PEARL W`HITE DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR cn —3 cr- (-0 L'i W m cn C—n CIS < a 0 0 < < < cf) _j >< 0 cf) x < 0 O cn ci V) CG CD c) O CD M ENGINEER ROGER S. LINGERFELT, P.E. LIC. No. 35677 MODEL No. 77-111 DS900 FILE NAME D91 052A DRAM BY DATE G. MALCOM 12-22-0411 CHECKED BY DATE SCALE REV, DATE 31166" = 1'-0" DRWG. No. A-5 SHEET OF 10 35_ JOB No. HAND -2 -2 I t fi - �_ { CD ( a ELEVATION SCALE: 3/16" = 1'-O" h-4 - 3 x 4 DOWNSPOUT PAINT TO H, ATCH DRYVIT (TYP. (6) PLACES) 13'E-2" I 1?- 1 0„ 12`-10" 12' 10" 12'-10" ELEVATION o SCALE: 3/16" = 1'-0" -4 77'-0" o/o BUILDINC E1) * E4 E2 E5 E.3 6' - 2" r1 AGENICY APPROVAL }I r �1i •,r�ti! the fi!r da t nufz ' -r 1 2..� .;g ter 0f -I IvG:IS4,rUc�^_n .:r`dc _ J 11 -.'u Cor.sf.Typ2 ` Occuoarlcy . Mov"able Plo. 1 Of Floors — —` 1111indvelociiy Fire pzfinc; of 0 ---- Flon, r Load �fl App,oOW-1 ate Q?6!C1 _ PSI t .od! lit, Danion EXTERIOR COVERING COLOR SCHEDULE E1 20 GA. STANDING V GROOVE SEAM ROOF PANELS COLOR : PEARL WHITE E2 EIFS "SAND PEBBLE" FINISH COLOR : TO MATCH SHER'rrlN V11LLIAMS SW 2024 "GOBI BEIGE" E3 SPLIT FACE BLOCK PANEL COLOR : SHERWIN VillLIAMS SIN 2019 ",JUNE BUG" E4 SHEET METAL FASCIA PANEL COLOR : PEARL 'r"MITE E5 SILL PANEL COLOR: PEARL WHITE DENOTES WORK TO BE DONE IN THE RELD BY GENERAL CONTRACTOR * BY MADISON FIELD ERECTOR >-- Z V Ln t— C r� � z 0 W 5) w m E-+ cn Q z o 0 Q � � W � N O w � � Q ::D X W � a w � w �- P X w (J U n (D T O O n Q t� J I (I? n }- O L n � 1 r rfi 0 LLB I V) �Q 4 U rD O LY] r Uj ENGI1`1EER ROGER S. LINGER`r-EL!', P.E. LIC. No..35677 MODEL No. 77111 DS900 FILE NAME D9106_M DRAWN BY DATE G. MALCrOM i 2-22-04 CHECKED BY DATE SCALE REV. DATE 3/16" = 1' 0,, DRWG. No. A-6 SHEET OF 11 3 5 .JOB No. HAND 6 bo 20 GA. STAINLESS - STEEL PANEL V,1111 HEMMED EDGES s ELEVATION SCALE: 3/8" = 1'-0" ELEVATION L SCALE: 3/8" = 1'-0" A-$ t j 1 1/2"0 x 42" GRAB BAR WITH 1 1/2" WALL CLEARANCE. PROVIDE BACKUP IN WALL TO SUPPORT 300 lbs. 45 j 1� -( - r { RB ELEVATION SCALE: 3/8" = 1'-0" A. D 101.1 (W2 I t 5 j ROB 1 /4 ,. �,—R,. 4 rt ELEVATION SCALE: 3/8" = 1'—O" CD (7) i 4 \\ G4 BOTTOM OF 0— SLIDER FLUSH- W/ COUNTER ---------_-- — TOP �, I DF3 RB ELEVATION s SCALE: 3/8" = 1'-O" i Fil i$J f177` I 47 rl u 33 f I� -- - ! � RB I i I I1'-31/2" 3'-4" I 14'-7 1/2" ELEVATION ,a SCALE: 3/8" = 1'-0" a-7 4"�l) 1 1/2"o x 36" GRAB BAR IMH 1 1/2' WALL. CLEARANCE. PROVIDE BACKUP IN WALL TO SUPPORT 300 lbs. 3' { I i i 46 4$ I I 49 ELEVATION R SCALE: 3/8" = 1'-0" cz) 1'dl 52 52 ----------------, DF2i •---------------- DF22 ROB , 4" 4'-2 1 /2" € 3`-4" 4' -0 1 ri2„ --a ELEVATION SCALE: 3/8" = l'-O" ELEVATION s SCALE: 3/8" = l'-O" a-4 * NOTE: INSULATE EXPOSED DRAIN AND WARM AND COLD WATER SUPPLY PIPES. C„ ,I , 47 59 37 1— BULKHEAD OVER CABINETS 59 36} T� 47 ---------- "-._--..--_�--_ (40 r i CT: 0.. 1, �., 8'-2„ ------------ -- — ------a�--`'- ELEVATION ELEVATION SCALE: 3/8" _ 1'-0" SCALE: 3/8" = 1'-0" 52 52 Ifl ��:� ��I, 34 1 1r I I DF23 DF9 26'—1 MIMI. I I 11" I7 1j4" LAVATORY i;LEARANCFS ELEVA110N , SCALE: N.T.S. a- ELEVATION , SCALE: 3/8" = 1'-0" a — °i. ?— ) i I r--------� I 1, ELEVATION W SCALE: 3/8" = 1'-0" � z ICJ SHELVING. E `— i _ 55� 1 m � cr, U_D F-� Q Q F Q W (� W 20 GA. STAINLESS STEEL PANEL 'NITH --t C�- HEMMED EDGES Q w ELI cn I RB ! Q Q W � I ~ - ELEVATION P X SCALE: 3/8" = 1'—O" w 2 a Q ° c-y o3 w r o J A t/E it { i"PRO\ d A of 1M Cu ruc'.i_a C _-., „1 .dhere Q o3 ConsL Type o Orcluoanc Q I F ioers ----------- 15 r=i a F.".�iir,_, of Approval 03te L) l t '6' i) S , Fro CD o — WALL COVERING COLOR SCHEDULE 1 20 GA. S,%{OOTH SHEET MEFAL WALL PANELS 1"IITH ZOLATONE FINSH ZOLATONE COLOR TO BE DETERMINED 20 GA. SMOOTH SHEE C METAL WALL PANELS PRE —FINISHED '�IHITE COVE BASE COLOR SCHEDULE +' RUBBER BASE COVE JOHNSONITE COLOR — TO BE DETERMINED 1B 4" INTEGRAL BASE COL OR - TO BE DETER,,,IINED DENOTES WORK TO BE DONE IN THE RELD BY GENERAL. CONTRACTOR BY M ADISON FIELD ERECFOR T ROGER S. LINGERFELT, P.E UC. No. 35677 MODEL No- 77111 DS900 FILE NAME D9108_IV DRAWN BY DATE G. MALCOM 12-22-04 CHECKED BY DATE SCALE REV. PATE 3/8" = 1'-0" DRWG. No. A-8 SHEET ]F 13 35 106 No. HAND i s • DOOR No. DF': (ONE REQUIRED) DOOR No. DF2 (ONE REQUIRED) DOOR No. DF3 (ONE REQUIRED) DOOR No. : DF4 (ONE REQUIRED) DOOR No. DF5 (ONE REQUIRED) HARDWARE: HARDWARE : HARDWARE : HARDWARE : HARDWARE TREATMENT VESTIBULE WAITING ROOM TREATMENT PLAITING • SIZE : 4' 0" x T-0" • SIZE : 4'-0" x 7'-0' • SIZE : 4'-0" x 7'-O" is SIZE : 3'-0" x 7'-0" fl SIZE : 3'-0" x 7'-0' 0 • TYPE: ALUMINUM VIFH AUTOMATIC OPEN 0 • TYPE : ALUMINUM WITH AUTOMATIC OPEN 1? • TYPE : 1 3/4' SOLID CORE WOOD DOOR a� • TYPE : 1 3/4" SOLID CORE 'WOOD DOOR � TYPE : 1 3/4' SOIUD CORE FLOOD DOOR • FRAME : 1 3/4" x 4" CLEAR ANODIZED ALUMINUM • FRAME : 1 3/4" x 4" CLEAR ANODIZED ALUMINUM • FRAME : 3' SINGLE RABBET FRAME • FRAME : 3" SINGLE RABBET FRAME FRAME : 3" SINGLE RABBET FRAME FINISH WITH DOOR STOP AND WEATHER FINISH WITH DOOR STOP AND WEATHER PATIENT CONFERENCE R00",! EXTERIOR VESTIBULE WAILING • LOCK : SCHLAGE No. D80FDEU-RHO ELECTRIC LOCK TOILET LOCK : SCHLAGE No. D73P-RHO (626 FINISH) •LOCK : SCHLAGE No. D50PD-RHO STRIPPING STRIPPING (626 FINISH) (KEYED LOCK ACCESS ON WAITING R00"A SIDE) (BUTTON ON RESTROOM SIDE) • LOCK : NORTON 6700 POR DOOR CONTROL WITH _. -___ LOCK : NORTON 6700 FOR DOOR CONTROL WITH --- (626 FINISH) -------- -�-- } • HINGES : 1 i 2 FAIR BA I BEARING HINGES -- ^� P WALL MOUNTED PUSH PLATES. KEY OUTSIDE IN -FRAME - �� HINGES : 1 /2 PAR BALL BEARING HINGES / � TALL MOUNTED PUSH PLATES. KEY OUTSIDE ( • HINGES : 1 1/2 PAIR BALL BEARIrdG HINGES 626 FINISH � � 626 FINISH � (626 FINISH) VT1TH LEVER HANDLE LATCH RELEASE INSIDE WITH LEVER HANDLE LATCH RELEASE INSIDE JUNCTION BOX I / ( ) COAT HOOK • (� ) P,IRE-THROUGH • CLOSER : LCN 4041, HEAVY DUTY CLOSER : LCN 4041, HEAVY DUTY • KICKPLATE 34" x 10' STAINLESS STEEL /i • HINGES : CONTINUOUS ROTON j /i HINGES : CONTINUOUS ROTON I N.S. %/ • CLOSURE : LCN No. 4041 HINGE I . KICKPLATE : 46" x 10" STAINLESS STEEL ! • KICKPLATE : 34" x 10" STAINLESS STEEL : 3 i KF'f—_\ • A�IGVIANCE : ALLOW CLEARANCE FOR 3/8" TILE • CLOSURE : LCN No. 4041 r = { KEY o KEYED (N.S.) ¢ i' ti �' /� F.S. THRESHOLD :ZERO INTERNATIONAL 101 i - I ------- « • ALLOVLAt�E : ALLO,I CLEARANCE FOR 3/8" TILE f . C�� r S ALLOWANCE : ALLOW CLEARANCE FOR 3/8' TILE _ i • PULL HANDLE : PULL SIDE ONLY I « • PULL HANDLE : PULL SIDE ONLY HOLE THROUGH - • THRESHOLD : ZERO INTERNATIONAL 101 I • DOOR STOP : IVES No. 436 FLOOR MOUNT •DOOR STOP : IVES No. +36 FLOOR MOUNT • PUSH HANDLE : PUSH SIDE ONLY i • PUSH HANDLE :PUSH SIDS ONLY DOOR FOR MIRE (626 FIrtISH) I I 1 626 FlriiSHi KICKPLATE--------- .,KPLA,E BRUSHED • GLASS : 1/4" TEMPERED SAFETY GLASS WITH WINDOW TINT BRUSHED • GLASS : 1/4' TEMPERED SAFETY GLASS WITH WINDOW TINT CHASE � � DOOR STOP : IVES No. 436 FLOOR MOUNT (626 FINISH) r ,` � 1 � --------- N.S. . (� R URETHANE, SATIN FINISH ; - KIf • FINISH : CLEAR URETHANE, SATIN FINISH STAINLESS `= ( STAINLESS KICKPLATE F.S. L • IRE -THROUGH HINGE No. TA-2714 B B CC4 FINISH : LEA �- .------------ BOTH SUES - -�-- - STEEL • SWEEP : NATIONAL GUARD No. 98VA ' STEEL • SWEEP : NATIONAL GUARD No. 98VA ------------- -_ MISC. (i) „ - / -=- BOTH SIDES I (1) STANLEY OR EQUAL IN -FRAME JUNCTION BOX FRAME TO BE ZOLATONE BASE COAT MATCH I ! FRAME TO BE ZOLATONE BASE COAT MAFC'H r _3 3/4" ( INSERT BY . DOOR STOP : fVES rdo. 436 FLOOR MOUNT (&26 FINISH) ;'_3 ;3� �4" I INSERT BY . DOOR STOP : IVES No. 436 FLOOR MOUNT (626 FINISH) - --- -1 B.S. S---- B.S l 4'-4" i • FINISH : CLEAR UREMANE, SATIN FINISH --`--f----� • MISC : COAT HOOK, BOBRICK No. B671- • MISC : WEATHER STRIPPING • MISC : WEATHER STRIPPING BOTH SIDES FRAME TO BE ZOLATONE BASE COAT MATCH • THRESHOLD : NATIONAL GUARD No. 513 DOOR No. DF6 (ONE REQUIRED) DOOR No. DF7 (ONE REQUIRED) DOOR No. DF8 (ONE REQUIRED) DOOR No. DF9 (ONE REQUIRED) DOOR No. DF10 (ONE REQUIRED) HARDWARE : HARDWARE: HARDWARE : HARDWARE : HARDWARE CORRIDOR EXTERIOR PIO!.IANS STAFF TOILET OFFICE 'SIZE : 0 x 7'-0" CORRIDOR •SIZE : 3'-0" x T-0" D DOOR • SIZE : 3'-0" x T-0" •SIZE : 3'-O" x T-0" � •TYPE : 1 3 4 SOLID CORE V�QO � • TYPE : 1 3/4" SOLID CORE WOOD DOOR Q • TYPE : 1 3/4' SOLID CORE WOOD DOOR E3 fl " a \\ • TYPE : 1 3/4" SOUD CORE WOOD DOOR a / CFI • TYPE . . 3/7 HOLLOW METAL DOOR • FRAME : 3" SINGLE RABBET FRAME • FRAME : 4" SINGLE RABBET FRAME CORRIDOR ,, � CORRIDOR • FRAME : 3" SINGLE RABBET FRAME • FRAME : 3 SINGLE RABBET FRAME TREATP,IENT LOUNGE • FRAME : 4" SINGLE RABBET FRAME CORRIDOR • LOCK : SCHLAGE No. DIOS-RHO (PASSAGE) • LOCK : SCHLAGE rdo. D10S-RHO (PASSAGE) • LOCK : SCHLAGE No. D73PD-RHO (626 FINISH) LOCK : SCHLAGE No. D53PD-RHO 626 FINISH) (626 FINISH) (626 FINISH) • LOCK : SCHLAGE No. DP80PD-RHO (BUTTON ON RESTROOM SIDE) (KEYED ON CORRIDOR SIDE) --_-_------ (626 FINISH) • HINGES : 1 1/2 PAIR BALL BEARING HINGES r • HINGES : 1 1/2 PAIR BALL BEARING HINGES ! • HINGES : 1 !/2 PAIR HALL BEARING HINGES j •HINGES : 1 1/2 PAIR BALL BEARING HINGES WITH N.R.P. / • HINGES : 1 1 2 PAIR BALL BEARING HINGES WITH N.R.P. 62.6 FINISH)(626 FINISH) (626 FINISH) (626 FINISH) / ( (626 FINISH) COAT HOOK COAT HOOK . KICKPLATE : 34" x 10" STAINLESS STEEL •CLOSER : NORTON 8301-H • CLOSER : LCN 4041, HEAVY DUTY F S • KICKPLATE : 34" x 10" STAINLESS STEEL F S • CLOSER : LCN 4041, HEAVY DUTY %�� ° • KICKPLATE : 34" x 10" STAINLESS STEEL • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE _ • KICKPLATE : 34" x 10" STAINLESS STEEL • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE %KEY KEY _ "'� KEY` .DOER STOP : IVES iiu. 436 FLOOR MOUrdT s c r I • KICKPLATE : z"" I ^ � .,7 x lO" STAINLESS STEEL � _ r, ! F.S. c� N. • ALLOWANCE :ALLOW CLEARANCE FOR 3 8 TILE =a N.S. • ALLOWANCE :ALLOW CLEARANCE FOR 3/8" TILE , O • DOOR STOP : IVES No. 436 FLOOR MOUNT J ! / / (626 FINISH`' (626 FINISH) • THRESHOLD : ALUMINUM WITH ADA OFFSET � •DOOR STOP : IVES No. 436 FLOOR MOUNT i '� i ! • DOOR STOP : IVES No. 436 FLOOR MOUNT (626 FINISH) _ • FINISH : CLEAR URETHANE, SATIN FINISH • ALLOWANCE : ALLOVI CLEARANCE FOR 3,/8" TILE i 626 FINISH ' • FINISH : CLEAR URETHANE, SATIN FINISH j ---- KICKPLATE o KICKPLATE ( o j KICKPLATE t ) KICKPLATE BOTH SIDES ! -KICKPLATE r I BOTH SIDES z \ ( s ! td.S. • FINISH : CLEAR URETHANE, SATIN FINISH y F i- T F.S. N.S. • MISC.: DOOR SWEEP _ N.S. • FINISH : CLEAR URETHANE, SATIN FINISH -. ( i N.S. FRAME TO BE ZOLATONE BASE COAT MATCH FRAMES TO BE ZOLATONE BASE COAT MATCH I -_.-- - BOTH SIDES-— `----------J T- �_-', -- BOTH SIDES • MISC.: WEATHER STRIPPING FRAME TO BE ZOLATONE BASE COAT MATCH { • MISC : COAT HOOK, BGBRICK No. B682 FRAME TO BE ZOLATONE BASE COAT MATCH LOUVER : 2" x 12" I ! i { I I 3' ' I • FINISH : F.S. DRYVIT MATCH �-----' ! Z _4" I r 3' 4" • MISC : COAT HOOK, BOBRICK No. 6671 3-`Y I N.S. ZOLATONE BASE COAT MATCH DOOR No. : DF1I (ONE REQUIRED) DOOR No. : DF12 (ONE REQUIRED) DOOR No. : DF13 (ONE REQUIRED) DOOR No. : DF14 (ONE REQUIRED) DOOR No. : DF15 (ONE REQUIRED) HARDWARE : HARDWARE: WATER ROOM 4 HARDWARE : EXTERIOR HARDWARE : HARDWARE EXAM ROOM PROCESSING STER1t,1ED • SIZE : 3'-0" x 7'-0" • SIZE : 3'-0" x 7'-0" • SIZE : (2) 3'-0" x 7'-0" �/�� � • SIZE : (2) 3'-0" x 7'-0' • SIZE : 3'-0" x 7`-0" � • TYPE : 1 3/4' SOUD CORE WOOD DOOR • TYPE : 1 3/4' SOLID CORE WOOD DOOR, • TYPE: 1 3/4" HOLLOW METAL DOOR • TYPE: 1 3/4" HOLLQ OW METAL DOOR • TYPE : } 3/4" HOLLOW METAL DOOR a �d • 3" SINGLE RABBET FRAME PROCESSING FRAME PROCESSING • FRAME : 4' SINGLE RABBET FRAME • FRAME : 3" SINGLE RABBET FRAIAE • FRAME . 3" SINGLE RABBET FRAME • FRAME . ME . 3" SINGLE RABBET FRAME TREATMENT CORRIDOR r • I PROCESSING • LOCK : SCHLAGE No. DIOS-RHO PASSAGE' alA E D10S-RHO LICK � SCHLAGE D80PD-RHO (PASSAGE) �— KEY =� r 3' f DOOR No. DF16 (ONE REQUIRED) EXTERIOR a� TREATMENT • LOCK . SCHLA� rdo. U5O D-RHO (626 FINISH) • HINGES : 1 1/2 PAIR BALL BEARING HINGES (626 FINISH) I COAT HOOK • CLOSER : LCN 4041, HEAVY DUTY ' F. S. • KICKPLATE : 34' x 10" STAINLESS STEEL �. • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE • DOOR STOP : IVES No. 436 FLOOR MOUNT I I o (626 FINISH) KICKPLATE Q N.S. • FINISH : CLEAR URETHANE, SATIN FINISH BOTH SIDES I FRAME TO BE ZOLATONE BASE COAT MATCH f • MISC : COAT HOOK, BOBRICK No. B682 • LOUVER : 12" x 12' t DOOR No. DF17 (ONE REQUIRED) • LOCK : SCHLAGE Ada D103-RHO (PASSAGE) (626 FINISH) • HINGES : 1 1/2 PAIR BALL BEARING HINGES WITH N.R.P. (626 FINISH) • CLOSER : NORTON 8301-H • KICKPLATE : 34" x 10" STAINLESS STEEL • ALLOWANCE : ALLOW CLEARANCE FOR 3/8' TILE • THRESHOLD : ZERO INTERNATIONAL 101 KICKPLATE e DOOR STOP : IVES No. 436 FLOOR MOUNT N.S. (626 FINISH) • FINISH : PAINT BOTH SIDES WHITE ACRYLIC I KICKPLATE B.S. 4" f DOOR No. : DF18 (ONE REQUIRED) • LVC, . 541. v • HINGES : 3 PAIR BALL BEARING HINGES WITH • HINGES : 3 PAIR BALL BEARING HINGES WTH N.R.P. N.R.P. • CLOSER : LCN No. 1461 PATH HOLD OPEN ARIA CLEAR FINISH • FLUSH BOLTS : TOP AND BOTTOM ON INACTIVE LEAF • MISCELLANEOUS :ASTRAGAL ON INACTIVE LEAF r^ • GUARD : CLYNN / JOHNSON No. LP12-US32D TE KICKPLATE - • KICKPLATE : 34" x 10" STAINLESS STEEL N.S. • FINISH : PAINT BOTH SIDES -_ • CLOSER: LCN No. 1461 V'ITH HOLD OPEN ARM CLEAR FINISH • FLUSH BOLTS : TOP AND BOTTOM ON INACTIVE LEAF • MISCELLANEOUS : ASTRAGAL ON INACTIVE LEAF AND WEATHER STRIPPING KICKPLATE e THRESHOLD : 1/2" x 4" ALUMINUM WITH BOTTOM N.S. DOOR SWEEPS • GUARD : GLYNN / JOHNSON No. LP12-US32D ViHITE ACRYLIC I I KICKPLATE : 34" x 10' STAINLESS STEEL • LOUVER : (2) 12" x 6" 6 __T FINISH : F.S. DRY4T MATCH N.S. WNITE ACRYLIC DOOR No. : DF19 (ONE REQUIRED) KEY F.S. / (626 FINISH) r • HINGES : 1 1/2 PAIR BALL BEARIrdG HINGES (626 FINISH) \ • KICKPLATE : 34" x 10' STAINLESS STEEL I y • ALLOWANCE : ALLOW CLEARANCE FOR 3/8' TILE o • FINISH : PAINT BOTH SIDES WHITE ACRYLIC I j K!CKPLAT£ DOOR No. DF20 (ONE REQUIRED) HARDWARE : MANAGER a HARDWARE : MEDICAL DIRECTOR �� HARDWARE: PROCESSING HARDWARE: DIET/SOCIAL a� HARDWARECLINIC • SIZE : 3'-0" x 7'-0" • SIZE : 3'-0" x 7'-0" • TYPE : 1 3/4' SOLID CORE WOOD DOOR • SIZE : 3'-0" x 7'-0" • TYPE : 1 3/4' SOLID CORE WOOD DOOR • SIZE : 3'-0" x 7'-0" • TYPE : 1 3/4" SOLID CORE WOOD DOOR •SIZE 3`-0" x 7'-0" : • TYPE : 1 3/4" SOLID CORE WOOD DOOR • TYPE : 1 3/4- HOLLOW METAL DOOR • FRAME : 3" SINGLE RABBET FRAME CORRIDOR • FRAME : ' 9NGLE RABBET FRAME ❑ FRAME : 3" SINGLE RABBET FRAME F CORRIDOR • FRAME : 3" SINGLE RABBET FRAME • FRAME : 4" SINGLE RABBET FRAME CORRIDOR CORRIDOR • LOCK : SCHLAGE No. D53PD-RHO (626 FINISH) • LOCK . SCHLAGE Nc. D53PD-Rriu (02o FINISH) • LOCK : SCHLAGE No, OP80PD-RHO (KEYED ON CORRIDOR SIDE) (KEYED ON CORRIDOR SIDE) (626 FINISH) ------ • HINGES : 1 1/2 PAIR BALL BEARING HINGES • HINGES : 1 1/2 PAR BALL BEARING HINGES -- - - • HINGES 1 1/2 PAIR BALL BEARING HINGES WITH N.R.P. f (626 FINISH) i (626 FINISH)--- (626 FINISH) I COAT HOOK • KICKPLATE : 34" x 10" STAINLESS STEEL ,'� COAT AH KICKPLATE : 34' x 10" STAINLESS STEEL , • CLOSER : LCN 4041, HEAVY DUTY T� I / F. S. • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE `' I F. S. • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE • KICKPLATE : 34" x 10" STAINLESS STEEL Z _ I ' ' I KEY • THRESHOLD :ZERO INTERNATIONAL 101 _ r i I KEY THRESHOLD :ZERO ItJTERrdA110rdAL l0i c� N.S. �_( N.S. J, • THRESHOLD : ALUMINUM{ W TH ADA OFFSET • DOOR STOP : IVES No. 436 FLOOR MOUNT I A DOOR STOP : IVES No. 436 FLOOR MOUNT • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE -, i KICKPLATE (626 FINISH) KICKPLATE (626 FINISH) KICKPLATE N.S. • MIX DOOR SWEEP ; � � N.S. • FINISH : CLEAR URETHANE, SATIN FINISH z � N.S. • FINISH : I CLEAR URETHANE, SATIN FINISH / 4 I BOTH SIDES- BOTH SIDES • MISC.: WEATHER STRIPPING FRAME TO BE ZOLATONE BASE COAT MATCH I FRAME TO BE ZOLATONE BASE COAT MATCH I • FINISH : F.S. DP,YVIT MATCH • MISC : COAT HOOK, BOBRICK No. B682 f —� • MISC : COAT HOOK, BOBRICK No. B682 N.S. ZOLATONE BASE COAT MATCH - --- ----- • LOUVER : 12" x 12" • LOUVER : 12' x 12' • LOCK : SCHLAGE No. DIGS -RHO (PASSAGE) (626 FINISH) • HINGES : 1 1/2 PAIR BALL BEARING HINGES V,ITH N.R.P. - (626 FINISH) • CLOSER : NORTON 8301-H I `� • KICKPLATE : 34" x 10" STAINLESS STEEL s KEY` • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE N.S..' • THRESHOLD : ZERO INTERNATIONAL 101 r KICKPLATE • DOOR STOP : IVES No. 436 FLOOR MOUNT i L IBM N.S. (626 FINISH) ' • FINISH : PAINT BOTH SIDES Y,HITE ACRYLIC • LOCK : SCHLAGE No. D53PD-RHO (626 FINISH) (KEYED ON CORRIDOR SIDE) • HINGES : 1 1/2 PAIR BALL BEARING HINGES (626 FINISH) COAT HOOK • CLOSER : LCN 4041, HEAVY DUTY F. S. • KICKPLATE : 34" x 10' STAINLESS STEEL • ALLOWANCE : ALLOW CLEARANCE FOR 3/8' TILE • DOOR STOP : IVES No. 436 FLOOR MOUNT (626 FINISH) KICKPLATE N.S. • FINISH CLEAR URET ANE, SATIN FINISH BO' SIDES FRAME TO HE ZOLATONE BASE COAT MATCH • MISC : COAT HOOK, BOBRICK No. B682 • THRESHOLD ZERO INTERNADON A.L ICI • LOUVER : 12" x 12" m 0 1�:, Z � Q y) =) W m E"I Cn C J O =D C1J lz w O O a Q O 9D W X ►-1 T� 0 u a � Ln o r- r� T V ro r � 0 - T �r CD O s o c { 1 � rn A rjc racy S, ROVIAL ENGINEER ii�_ ,:Ain:" __^',p`y ,a, tiie Fla.:ia i'_.,uf2;+,•;r•::f 3uiiding . A11 of 1979 `red: s End cdin�re to the fo�...:li^ rf`,ia: ROGER S. LIrdGERFELT, P.E. T ;' LTC. No. 35677 Const.Type — LT MODEL No. Occupancy A!io ab''a No. T 77111 DS900 OI F=IQOra — —____ — _ FILE NAME 1 0 W;ndVe`:ociy e- __ _-_ D9109_t! rtr Rai111g of 0DRA',`!N BY DATE Ext. V,''a1! pU F LOG!' Loud ,—._._.,._a� _ Arprovzl �s`01C26/ Date G. MALCOM 12--22-04 CHECKED BY DATE PS1 s`A OCi41o; DiYS!GIi SCALE RE`✓ . DATE - -- - - --- - - - - 1/4„ 1, „ 777 No_ A-9 DENOTES WORK TO BE DONE IN THE FIEF BY GENERAL CONTRACTOR SHEET Or *' BY MADISON FIELD ERECTOR 14 3 5 JOB No, HAND v m DOOR No. : DF21 (ONE REQUIRED) DOOR No. : DF22 (ONE REQUIRED) W. TOILET HARDWARE : M. TOILET HARDWARE • SIZE : 3'-0" x 7'-0" SIZE : 3'-0' x T-0" • TYPE : 1 3/4" SOLID CORE WOOD DOOR �9 • TYPE : 1 3/4' SOLID CORE WOOD DOOR • FRAME : 3" SINGLE RABBET FRAME • FRAME : 3" SINGLE RABBET FRAME CORRIDOR • LOCK : SCHLAGE No. D73PD-RHO (62fi FINISH) CORRIDOR . LOCK : SCHLAGE No. 073PD-RHO (626 FINISH) (BUTTON ON RESTROOM SIDE} (BUTTON ON RESTROOh{ SIDE) - • HINGES : 1 1/2 PAIR BALL BEARING HINGES -` • HINGES : 1 1/2 PAIR BALL BEARING HINGES (626 FINISH) (626 FINISH) COAT HOOK . CLOSER : LCN 4041, HEAVY DUTY f / COAT HOOK F.S. . CLOSER : LCN 4041, HEAVY DUTY F.S. z `KEY- • KICKPLATE : 34" x 10" STAINLESS STEEL r ( KEY • KICKPLATE : 34" x 10" STAINLESS STEEL _ c: I ' N.S• • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE N.S. 3 • ALLOWANCE : ALLOW CLEARANCE FOR 3 8' TILE / DOOR STOP : IVES No. 436 FLOOR MOUNT o �� • DOOR STOP : IVES No. 436 FLOOR MOUNT KICKPLATE (626 FINISH) KICKPLATE (626 FINISH} 'i--------- j F.S. • FINISH : CLEAR URETHANE, SATIN FINISH -------- , F•S. • FINISH : CLEAR URETHANE, SATIN FINISH I L---------\ 1' I BOTH SIDES FRAME TO BE ZOLATONE BASE COAT MATCH — _ `----------� I ! BOTH SIDES FRAME TO BE ZOLATONE BASE COAT MATCH 3'_4" MISC : COAT HOOK, BOBRICK No. B671 3'-4" �. MISC : COAT HOOK, BOBRICK No. B671 r—-------- DOOR No. : DF24 (ONE REQUIRED) JANITOR CLOSET LOCKER, AREA DOOR No. : DF25 (ONE REQUIRED) HARDWARE: HARDWARE SYSTEM • SIZE : S-O" x 7'-0" • TYPE : 1 3/4" SOLID CORE WOOD DOOR • FRAME : 3" SINGLE RABBET FRAME • LOCK : SCHLAGE No. DIOS-RHO (PASSAGE) (626 FINISH) • HINGES : 1 11/2 PAIR BALL BEARING HINGES (626 FINISH) • CLOSER : LCN 4041, HEAVY DUTY • KICKPLATE : 34" x 10" STAINLESS STEEL • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE • FINISH : CLEAR URETHANE, SATIN FINISH KICKPLATE BOTH SIDES N.S. FRAMES TO BE ZOLATONE BASE COAT MATCH • THRESHOLD : ZERO INTERNATIONAL 101 LOUNGE • SIZE : 3'-0" x 7'-0" • TYPE : 1 3/4" SOLID CORE WOOD DOOR • FRAME : 3" SINGLE RABBET FRAME • LOCK : SCHLAGE No. D80PD-RHO (626 FINISH) (KEYED IN LOUNGE) • HINGES : 1 1/2 PAIR BALL BEARING HINGES (626 FINISH) • CLOSER : LCN 4041, HEAVY DUTY • KICKPLATE : 34" x 10" STAINLESS STEEL • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE • THRESHOLD : ZERO INTERNATIONAL 101 KICKPLATE • FINISH : CLEAR URETHANE, SATIN FINISH N.S. BOTH SIDES FRAMES TO BE ZOLATONE BASE COAT MATCH • LOUVER : 12" x 12" DOOR No. : DF23 (ONE REQUIRED) MENS STAFF TOILET �a CORRIDOR HARDWARE : • SIZE : 3'-0" x 7'-0" • TYPE : 1 3/4" SOLID CORE WOOD DOOR • FRAME : 3' SINGLE RABBET FRAME • LOCK : SCHLAGE No. 073PD-RHO (626 FINISH) (BUTTON ON RESTROOM SIDE) • HINGES : 1 1/2 PAIR BALL BEARING HINGES (626 FINISH) COAT HOOK . CLOSER, : LCN 4041, HEAVY DUTY F.S. • KICKPLATE : 34" x 10" STAINLESS STEEL • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE • DOOR STOP : IVES No. 436 FLOOR MOUNT (626 FINISH) KICKPLATE N.S. • FINISH : CLEAR URETHANE, SATIN FINISH BOTH SIDES FRAME TO BE ZOLATONE BASE COAT MATCH • MISC : COAT HOOK, BOBRICK No. 867. GLASS No. GI (TWELViE REQUIRED) GLASS No. : G2 (TWO REQUIRED) GLASS No. G3 (ONE REQUIRED) GLASS No. G4 (ONE REQUIRED) GLASS No. G5 (ONE REQUIRED) CD I co _i o ' // /� = t _ ': ; f �/ I :, l/ A RADIUS ALL EDGES -----". r--- // (TYP.) 4 --f - -- �_ A I - SECTION A _ ----- --- r i,f� �,.----------r i— —8" it --== " • CLASS : 1" CLEAR INSULATED GLASS . GLASS : 1/4' CLEAR TEMPERED CLASS • GLASS : i /4 CLEAR TEMPERED GLASS • GLASS : 1 4" CLEAR TEMPERED GLASS / • GLASS : 1/4" CLEAR PLEXiGLASS, 1',1PH RADIUS EDGES • SASH : 2" x 4" CLEAR ANODIZED ALUMINUM • SASH : 2" x 3' CLEAR ANODIZED ALUMINUM • SASH : 2" x 3" CLEAR ANODIZED ALUMINUM • SASH : 2' x 3' CLEAR ANODIZED ALUMINUM SCREW TO WALL WITH STAINLESS • MISC : ALUMINUM MINI BLINDS BY MADISON • MISC : ALUMINUM MINI BLINDS BY MADISON • MISC : ALUMINUM MINI BLINDS BY MADISON • NOTE : BOTTOM OF SLIDER TO BE RECESSED STEEL BUTTON WASHERS 'IND (MOUNT TO INSIDE OF MULLIONS) (MOUNT TO INSIDE OF MULLIONS) (MOUNT TO INSIDE OF MULLIONS) FLUSH INTO COUNTER TOP STAINLESS STEEL SCREi} CLASS No. : G6 (ONE REQUIRED) (OPTIONAL) GLASS No. G7 (ONE REQUIRED) (OPTIONAL) I � I - ' N 2"� 1'-8„ 2„ 2,., 4'-8" 2„ I 2-0 5- 5-0„ • GLASS : 1/4' CLEAR TEMPERED GLASS • GLASS : 1/4' CLEAR TEMPERED GLASS • SASH : 2' x 3° CLEAR ANODIZED ALUMINUM • SASH : 2' x 3' CLEAR ANODIZED ALUMINUM • MISC : ALUMINUM MINI BLINDS BY MADISON • MISC : ALUMINUM MINI BLINDS BY MADISON (MOUNT TO INSIDE OF MULLONS) (MOUNT TO INSIDE OF MULLIONS) ROOM FINISH SCHEDULE ROOM FLOOR BASE WALL CEILI[,IG REN,IARI S 12" x 12" VINYL COMPOSITION TILL 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRWG. No. A-15 JOHNSONIRE PANELS WITH ZOLATONE FINISH SEE DRWG. No. A--16 VESTIBULE COLOR - No. 36, MANATEE COLOR: 6004DM99 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRWG. No. A-16 WAITING COLOR -- No. 36, MANATEE COLOR: 6004DM99 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRWG. No. A-15 JOHNSONIIE PANELS WITH ZOLATONE FINISH SEE DR"i"IG. No. A-16 RECEPTION COLOR - No. 36, MANATEE COLOR: 6004DM99 HEAT WELDED SHEET VINYL 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES FLOOR FINISH FURNISHED AND INSTALLED BY G.C. SEE DRWG. No. A-15 PANELS WITH ZOLATONE FINISH SEE ORViG. No. A-16 TREATMENT WITH INTEGRAL BASE COLOR: 6004DM99 BY G.C. 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL `"TALL SUSPENDED CEILING TILES VISITORS SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRWG. No. A-16 TOILET COLOR - No. 36, MANATEE COLOR: 6004DM98 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES STAFF SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE ORWG. No. A--16 TOILET COLOR - No. 36, MANATEE COLOR: 6004DM98 12" x 12" VIN`r'L COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES MIENS SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRVIG. No. A-16 TOILET COLOR - No. 36, MANATEE COLOR: 6004OM98 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES WOMENS SEE DRWG. No. A-15 JOHNSONITE PANELS 'A'ITH ZOLATONE FINISH SEE DRWG. No. A-16 TOILET COLOR - No. 36, MANATEE COLOR: 6004OM98 CARPET 4' RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES CONFERENCE MANNINGTON, DOUBLE PLAY JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRVIG. No. A-16 ROOM COLOR,: FIRST BASE COLOR - No. 36, MANATEE COLOR: 6004DM99 SEE DRVIG. No. A-15 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRWG. No. A-16 EXAM COLOR - No. 36, MANATEE COLOR: 6004DM98 HEAT 1"rELDED SHEET VINYL 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL 'HALL SUSPENDED CEILING TILES SEE DRWG. No. A--15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRVIG. No. A-16 PREP WITH INTEGRAL BASE COLOR - No. 36, MANATEE COLOR: 6004DM99 BY G.C. 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA.. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLAIONE FINISH SEE DRWG. No. A-16 CORR. COLOR - No. 36, MANATEE COLOR: 6004DM99 CARPET 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES CLINIC MANNINGTON, DOUBLE PLAY JOHNSONITE PANELS NIITH ZOLATONE FINISH SEE DRWG. No. A-16 MANAGER COLOR: FIRST BASE COLOR - No. 36, MANATEE COLOR: 6004DM99 SEE DRVIG. No. A-15 CARPET 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES I`r1EDICAL MANNINGTON, DOUBLE PLAY JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRWG. No. A-16 DIRECTOR COLOR: FIRST BASE COLOR - No. 36, MANATEE COLOR: 6004OM99 SEE DRWG. No. A-15 CARPET 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES DIE T� MANNINGTON, DOUBLE PLAY JOHNSONITE PANELS V"ITH ZOLATONE FINISH SEE DRWG. No. A--16 SOCIAL COLOR-. FIRST BASE COLOR - No. 36, MANATEE COLOR: 60044DM98 SEE DRWG. No. A-15 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA, SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRING. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRWG. No, A-16 LOUNGE COLOR - No. 36, MANATEE COLOR: 6000M98 HEAT WELDED SHEET VINYL 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRVIG. No, A-16 ISO. WITH INTEGRAL BASE COLOR - No. 36, MANATEE COLOR: 60040P,199 BY G.C. SEALED CONCRETE WITH 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL OPEN TO STRUCTURE- SEAL ALL PENETRATIONS IN WALLS AND ELECTRICAL PENETRATING SEAL JOHNSONITE PANELS WITH 5/8" 4-PLY PLYWOOD CEILING FOR LEAKS AND AESTHETICS SYSTEMS ROOM NO PAINT COLOR - No. 36, MANATEE PAINTED WHITE ACRYLIC SEALANT TO MATCH FINISH AT PENETRATION SEE DRWG. No. A-15 SEALED CONCRETE WITH 4" RUBBER BASE COVE 20 GA.. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES .JANITOR PENETRATING SEAL JOHNSONITE PANELS PRE -FINISHED 1"I'HITE SEE DRWG. No. A-16 CLOSET NO PAINT COLOR - No. 36, MANATEE SEE DRVIG. No. A-15 SEALED CONCRETE WITH 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEAL ALI. PENETRATIONS IN 'HALLS AND CEILING PENETRATING SEAL JOHNSONITE PANELS PRE -FINISHED WHITE SEE DRY"IG. No. A-16 STERIMED NO PAINT COLOR - No. 36, MANATEE SEE DRVX. No. A-15 SEALED CONCRETE WITH 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL VIALL OPEN TO STRUCTURE SEAL/CAP ALL WALL PENETRATIONS PROCESSING PENETRATING SEAL JOHNSONITE PANELS PRE -FINISHED W" iITE NO PAINT COLOR - No. 36, MANATEE SEE DRWG. No. A-15 SEALED CONCRETE WITH 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL OPEN TO STRUCTURE SEAL/CAP ALL PENETRATIONS IN FLOOR, VIALLS WATER PENETRATING SEAL JOHNSONITE PANELS PRE -FINISHED 'IIFIITE AND CEILING FOR HEALTH REASONS ROOM NO PAINT COLOR - No. 36, MANATEE SEE DR1"I0_ No. A,-15 SEALED CONCRETE WITH 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL ,"IALL OPEN TO STRUCTURE SEAL/CAP ALL WALL PENETRATIONS EQUIP. PENETRATING SEAL JOHNSONITE PANELS PRE -FINISHED WHITE MAINT. NO PAINT COLOR - No. 36, MANATEE SEE DR'""IG. No. A--15 12" x 12" VINYL COMPOSITION TILE 4" RUBBER BASE COVE 20 GA. SMOOTH SHEET METAL WALL SUSPENDED CEILING TILES SEE DRWG. No. A-15 JOHNSONITE PANELS WITH ZOLATONE FINISH SEE DRWG. No. A-16 rE OFFI� COLOR - No. 36, MANATEE COLOR: 6004DM99 1. FLOOR TILE FOR ANY ONE BUILDING SHALL COME FROM THE SAME PRODUCTION RUN FROM THE TILE MANUFACTURER. AGENCY APPROVAL Uj 0 � z C/D =D W m Cn Q 9 U? � z f---t O 0 ✓'�. Q LLJ v U � N � W m 0 � U � 0 c� O w � x w 2 Q lhe9? I:rents the,=fond- „ -,.efacture9 GIN ENGINEER ,".'_t pf 0,1) Co:is' cti .i C_'.. ^d ..G e e to t o f !I ,. ❑g ROGER S. LINGERFELT, F.E. ConstJype __ ___ UC. No. 35677 13 JrCii�ai?.y "`"_.�'—• MODEL No. 77111 DS900 Of Floors 1 ill FILE NAME "'lindVcio ity ---_�.s. D911c rA Fir? Ratir:e of O — Ext.'s",'dl DRAYIN BY DATE Floor Load w �_._.�� _ — _ G. MALCOM 1222-041 01/2G/ 05 CHEC`/.ED BY DATE F"pprati�al rate PSI �?odular Divsion SCALE REV. DATE 1/4" - V-0" DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY IMADiSON FIELD ERECTOR A-10 SHEET OF 15 35 J09 No. HAND 6 s 6 Pi M M LE, 20 GA. SMOOTH SHEET METAL FASCIA PANEL PRE -FINISHED PEARL o INH I TE 18 GA. GALV. SHEET - METAL ZEES SPACED I AT 4'-0" O.C. 20 GA. SMOOTH SHEET METAL SOFFIT PANEL PRE -FINISHED PEARL WHITE 1 /2" EXTERIOR SUBSTRATE E.I.F.S. VENEER SYSTEM WITH - "SAND PEBBLE" FINISH COLOR : TO MATCH SHERWIN _ Y&LIAMS SW 2024 "GOBI BEIGE" u: SMOOTH SHEET METAL SILL PANEL PRE -FINISHED PEARL VMITE 6'- 2„ 1 20 GA. GALV. SHEET METAL 20 GA. SMOOTH SHEET TRIM FASTENED @ RIBS METAL TRIM WITH (1) i WITH POP -RIVETS � #14 x 3/4" TYPE "AB" j (CONTINUOUS) � FASTENERS AT EACH ----- - - OUTRIGGER (TYPICAL) `--- -�'- 18 GA. GALV. SHEET METAL 20 GA, STANDING V ZEE FASTENED WTH GROOVE SEAM ROOF ~ nl4 x 3/4" TYPE AB" FASTENER PANELS AT EACH OUTRIGGER (TYPICAL) COLOR: PEARL `"WHITE FIELD INSTALLED _ STEEL OUTRIGGER g" @ 7'-0" O/C MAX. 1 16 GA. GALV. SHEET METAL ZEE �.`,--S4 x 7.7 C6 x 8.2 J!� i SUSPENDED CEILING TILE (SEE DRWG. No. A-16) 1 /2" KRAFT BACK XzFIBERGLASS INSULATION — (R-VALUE = 13,0) TREATMENT + E j I E i l; ti I "I - f SPLIT FACE BLOCK PANEL ; FRP OVER 3/4" PLYWOOD INSTALLED AND PAINTED I BY MOD. LINE I ; 1 1/2" SHEET FRAME COLOR -. SHER4ti1N WILLIAMS SW 2019 "DUNE BUG" i/4"0 X 1 1/4" LONG CONCRETE ANCHORS @ 24" O.C. AND AT ENDS OF ASSEMBLIES 20 GA. SHEET METAL — M99999 BASE TRIM �-- C12 x 20.7 W8 x 10 REMOVABLE COUNTER i" DIA. HOLE FOR COA THRU BRACKET, CABINi AND STIFFENER BY MO (TYPICAL @ 20 LOCATI( T.V. MOUNTING PLATE DETAIL SCALE: 3/4" = 1'-0" SECTION SCALE.- 3/4" = l'-0" -� 1" DIA. HOLE FOR COAX CABLE (IF NOT ALREADY IN BRACKET 3J MODULINE IS TO DRILL IN BRACKET T i AS WELL AS CANINET AND STIFFENER) MOUNTING HEIGHT 22" FROM KNISH FLOOR U. TO CENTER OF BRACKET ��- II 5� 6 FRONT VIEW TV BRACKET SCALE: 3/4" = l'-O" nn PA PAt 1! CU CCT nu n Iv (2) LAYERS OF FIBERGLASS INSULATION (1) LAYER WTHOUT VINYL BACKING, (1) LAYER 41TH VINYL BACKING R-VALUE = 19.0 1" DIA. HOLE FOR COAX CABLE MOUNTING HEIGHT ® 22" FROM FINISH FLOOR _ t TO CENTER OF BRACKET - SIDE VIEW TV BRACKET SCALE: 3/4" = 1'-O" 20 GA. GALV. SHEET METAL ROOF PANELS FIBERGLASS INSULATION (R-VALUE = 13.0) 20 GA. SM00 iH SHEET METAL WALL PANELS VATH ZOLATONE FINISH -- 1,18 x 10 (2) LAYERS OF FIBERGLASS INSULATION (1) LAYER WfTHOUT VINYL BACKING, (1) LAYER WITH VINYL BACKING R-VALUE = 19.0 IV8 x 10 COVERAGE -- 20 GA. STANDING V GROOVE SEAM ROOF FASTENING SCHEDULE SUSPENDED CEILING TILE (SEE DRWG. No. A-16) LOUNGE KRAFT BACK - - -- FIBERGLASS INSULATION (R-VALUE = 1.3.0) W8 x iO C12 x 20.7 GEEN'CY ..,PIR.0 j,'� i j .�... t.':,• �..� dz zi.......Y_,_.�;a E:ii•.cir:c +y-^' F'h.,J `_✓i9N y'ii 1 VFr I. i-0. i a r C`ivs f)ri i I DENOTES WORK TO BE DONE IN THE RELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR Q ENGINEER ROGER S. LINGERFELT, P.E. LiC. No. 35677 MODEL No. 77111DS900 FILE NAME D91 I I _tA DRAWN BY DATE G. MALCOM. 12-22-04 CHECKED BY DATE SCALE REV. DATE 3/4 = 1 -O" DRY/G- No. A-11 SHEET OF 16 35 1 6 1 V18x10 1"18x10x1L � wax iL (2) LAYERS OF FIBERGLASS INSULATION (1) LAYER WTH0UT VINYL BACKING, (1) LAYER '1IITH VINYL BACKING SECTION 2 R-VALUE = 19.0 SCALE: 3/4" = 1'—O" vto x tL ,, 9 nn — rel v 111 -T IIII'll rru A lz LIV A 1J.J 20 GA. SMOOTH SHEET METAL FASCIA PANEL PRE —FINISHED PEARL "CHI r 18 GA- GALV. SHEET METAL ZEES SPACED AT 4'-0" O.C. 20 GA. SMOOTH SHEET METAL SOFFIT PANEL PRE —FINISHED PEARL Wd1TE 1 /2" EX T FRIOR SUBSTRATE CJ E.I.F.S. SNEER SYSTEM WITH "SAND PEBBLE' FINISH COLOR : TO MATCH SHERVfIN �'i`ILLIAMS SW 2024 "GOB! BEIGE SMOOTH SHEET METAL SILL PANEL PRE —FINISHED PEARL `",RITE SPLIT FACE BLOCK PANEL INSTALLED AND PAINTED ^' BY MOD. LINE COLOR : SHERWrIN WILLIAMS SW 2019 "JUNE BUG" 20 GA. SHEET METAL BASE TRIM t rr7 i cl, ENGINEER .. ?7 a Con; is _. ,-. .,,; . �, 1� t- .:mom;;, I ROGER S. LINGERFELT, P.E. LIC. No. 35677 I I CccuF;ltlC:l I —`�`•- -- MODEL No. i Aikokyabla No. 77111 DS900 Iof •'-in�.rs .__ ��_._�___, FILE NAME o DRAViN BY DATE �� -11 G. MALCOIM 12-22-04 :,�,:::: CHECKED BY DATE (� —--------- SCALE I REV. DATE DRWG. No. DENOTES WORK TO BE DONE IN THE FIELD A-12 ;, BY GENERAL CONTP,ACTOR SHEET or BY MADISON FIELD ERECTOR 17 35 JQB No. HAND s i I -- I I i i 20 GA. GALV. SHEET METAL TRIM FASTENED @ RIBS WTH POP -RIVETS I (CONTINUOUS) I i 20 CA. STANDING V i GROOVE SEAM ROOF I PANELS I COLOR: PEARL VMITE i I I j I i I I I I 20 CA, SMOOTH SHEET i METAL FASCIA PANEL I PRE -FINISHED PEARL I C, ),INITE I I ' 18 GA. GALV. SHEET —� f I i METAL ZEES SPACED I C6 x 8.2 AT 4'-0n O.C. E i 20 GA. SMOOTH SHEET 1 METAL SOFFIT PANEL I� i PRE -FINISHED PEARL j j i I R 4'r"ri1TE � I i I k i 1/2" EXTERIOR SUBSTRATE j I I o II i I I I i I E.I.F.S. VENEER SYSTEM V11TH I °SAND PEBBLE" FINISH COLOR : TO MATCH SHERWN I VILLIAMS SIN 2024 "GOBI BEIGE" 1 _- , � SMOOTH SHEET METAL -� I I SILL PANEL PRE -FINISHED PEARL WdlTE \ { E I i I tt 1 L- I k i ( SPLIT FACE BLOCK PANEL INSTALLED AND PAINTED BY MOD. LINE COLOR : SHERYdN Vf1LLIAMS SW 2019 "JUNE BUG" 1 I 20 GA. SHEET METAL BASE TRIM S4 x 7.7 20 CA. SMOOTH SHEET METAL TRIM WTH (1) #14 x 3/4" TYPE "AB" FASTENERS AT EACH OUTRIGGER (TYPICAL) 1 _-- 18 GA. GALV. SHEET METAL ZEE FASTENED WTH #14 x 3/4' TYPE "AB° FASTENER AT EACH OUTRIGGER (TYPICAL) FIELD INSTALLED f STEEL OUTRIGGER Q 7'-0" O/C MAX. 16 GA. GALV. SHEET METAL ZEE o� �-- SUSPENDED CEILING TILE (SEE DRWG. No. A-16) FLOOR COVERING (SEE DRWG. No. A-15) Q d WAITING ROOM FIBERGLASS INSULATION --- ,� (R-VALUE = 13.0) 20 GA. SMOOTH SHEET METAL WALL PANELS VATH ZOLATONE FINISH %, 3 1/2" THICK CONCRETE SLAB OVER 22 GA. TYPE "F" FLOOR DECKING d Q \_ �" C12 x 20.7 �18 x 10 SECTION 3 SCALE: 3/4" = 1'-O" A-4 20 GA. GALV. SHEI METAL ROOF PANE VATH 3" RIBS x 16 Y11DE i SU S (SEE (`AI It CI"FFT t/FTAI I 1I A LV 11- A 11 RIGID INSULATION UNDERNEATH mnni II F I IMF FI ASHINP "IV A 1J.J SYSTEMS C12 x 20.7 (2) LAYERS OF FIBERGLASS INSULATION (1) LAYER WITHOUT VINYL BACKING, (1) LAYER �"ATH VINYL. BACKING R-VALUE = 19.0 PROCESSING 20 GA. SMOOTH SHEET METAL WALL PANELS PRE -FINISHED V"'HITE �_W8x10 6 2,* KRAFT BACK FIBERGLASS INSULA FION (R--VALUE = 13.0) W 8 x 10 C12 x 20.7 0 v�+! .... r (�.., ir ci...;rtinC f i`? Cxs;tcctic:I C,^ 1 .., r.: c; t12 iCilp`if:?� "` IAci.. I I 0. i fire .... P{ ;,,r Load DENOTES WORK TO BE DONE IN THE FIEF BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR rn z 0 cc r� 0 W � C7 � z a U) ___j w Cn Q o O_ O � E— W Q u) � cn Ca � N � w � — � � m Q O W c— µ-1 X wz U �� r O o ~ Q a 0 CD Lc� O z o cri C7 r aJ r cn "D 0 r- C, G r W -r ENGINEER ROGER S. LINGERFELT, P.E. L IC. No. 35677 MODEL No. 77111 DS900 FILE NAME D9113_M DRAWN BY DATE G. MALCOM 12-22--0 r CHECKED BY DATE SCALE REV. DATE 3/4 = 1'-0„ DRWG. No. A-13_ SHEET OF 18 3.r.-, JOB r`io. HAND r m 3 3 3 3 SECTION SCALE: 3/4" = l'-C _ A-4 3 RIGID INSULATION UNDERNEATH MODULE LINE FLASHING 20 GA. GALV. SHEET METAL ROOF PANELS WITH 3" RIBS x 16" WDE f GALV. SHEET METAL TRANSPORTATION FLASHING (TYPICAL @ ALL MOD. LINES) GALV. SHEET METAL MODULINE FLASHING (TYPICAL @ ALL MOD. LINES; 20 GA, SMOO METAL TRIM 714 x 3/4" 1 FASTENERS A 18 GA. GALV. S ZEE FASTENED 414 x 3/4" Pri AT EACH OUTRI FIELD INSTALL STEEL OUTRIC @ 7'--0" O/C 11 11 1111, CLICCT 111TAI W8x10 `_ C12 x 20.7 20 GA. SMOOTH SHEET METAL FASCIA PANEL PRE -FINISHED PEARL ViH1TE c 18 G.A_ GALV. SHEET METAL ZEES SPACED AT 4'-0" O.C. 20 GA. SMOOTH SHEET METAL SOFFIT PANEL PRE -FINISHED PEARL ',"/'H I TE 1/2" EXTERIOR SUBSTRATE EELF.S. VENEER SYSTEM '1"(1TH "SAND PEBBLE" FINISH COLOR : TO MATCH SHERVl1N VilLLIAMS S'N 2024 "GOBI BEIGE" SMOOTH SHEET METAL SILT_ PANEL PRE -FINISHED PEARL VlHiTE SPLIT FACE BLOCK PANEL CID INSTALLED AND PAINTED BY MOD. LINE COLOR : SHERWIN WILUAMS SW 2019 "J'UNE BUG" 20 GA. SHEET METAL BASE TRIM z 0 F— U Iq Lit CD AGEt-JCY APPROVAL ENGINEER - 7- F-'r�13F-7 `�I r do =. r A of +,r3 ROGER S. LINGERFELT, P.E. ,,o-9 _n Ced h_, to the l,;?. ;..5 LIC. No. 35677 d1 .--------. MODEL No. 1i Oc anancy ---- 77111 DS900 Afkjwabl fi0. 1 FILE NAME d 0 D 91 14 _b3 „ _ l.nd . -locity Fire Rating of DRAWN BY DATE G E;ct. 'r,'ails _ �^ G. MALCOM 12-22--04 Floor Lod >0 CHECKED BY DATE PSI filodula' D'„`sion SCALE REV. DATE DRV,,G- No. `-1 3 DENOTES WORK TO BE DONE IN THE RELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR A-14 SHEET OF 19 35 JOB No. HAND FLOOR COVERING COLOR SCHEDULE r m 3 FLOOR COVERING PLAN SCALE: 3/16" = 1'-0" SP CPI-�2) CARPET MANNINGTON, DOUBLE PLAY, GLUE DOVIfi, UNITARY CARPET COLOR: FIRST BASE CWD41 HEAL- MELDED SHEET VINYT_ MANNINGTON, MAGMA 19003 COLOR: ROSE CHOCOLATE FURNISHED AND INSTALLED BY G.C. VCT-U� 12" x 12" VINYL COMPOSITION T1L E MANNINGTON "ESSENTIALS COLOR: No. 109, BROVtNSTONE, 12" SQUARES (F 1 CONCRETE SEALED VATH PENETRATING SEALER cP) SURFACE PEDIMAT (TO BE DETERMINED BY ID) COVE BASE TO BE T" JOHNSONITE, No, 36, MANATEE, EXCEPT "TREATMENT AREA" AND "RECEPTION AREA" VIHiCH fS "INTEGRAL" BY OTHERS I Cncnln CARPET - CPT-91 HEAT WELDED SHEET VINYL 12" x 12" MYL COMPOSITION TILE - VCT-0J5 SEALED CONCRETE `F-1 A G E 14AP= :O`1A! Act ci 1979 c _.. .;i;n C ade, ..^d adhcm in fh-3 f,I'crcng rrl;'P:d: 1 ,t Cons;. Type I2 . occuparcy _ Alloy aut: No. Of Flows — — — 1 `f1 Fira Ratinq of f1 0 Ext. Vl-nl!s __ _ Floor Load Approval D [a 01126/ 05 PSI Miodt!4t, Divsion DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY PAADISON FIELD ERECTOR r— E � z o W m [� u� Q Q � 0 � 0 � � z Q ( � � � CV a w r ry Q-+ Q 0 cf) 0 �1 a w = H W v � � c rz Z 0 O ENGINEER ROGER S. UNGERrELI, P.E. L iC. rio. M677 MODEL No. 77111DS900 FILE NAME D9115_M DRAWN BY DATE G. IMALCOM 12-22-04 CHECKED BY DATE SCALE REV. DATE 1 -0" DR'WG_ No. A-15 20 35 Joe. No. HAND l o _ IJ � J 6 �3 SUSPENDED CEILING PLAN SCALE: 3/16" = l'-O" CEILING HEIGHT TREATMENT 9'-6" WAITING VESTIBULE 9'-0" RECEPTION/SECRETARY 9'-6" PATIENT TOILETS T-0" STAFF TOILET 9'-0" CONFERENCE ROOM 9'-0" PREP T-6„ EXAM 9' 0" CLINIC MANAGER'S OFFICE 9'-0" MEDICAL DIRECTOR'S OFFICE 9'-0" DIET/SOCIAL 9'4" OFFICE 9'-0" CORRIDOR 9'-6" LOUNGE T-0" LOCKER AREA 9'-0„ JANITOR CLOSET T--0" STEMMED : 8'-0" ELECTRICAL SYSTEMS ROOM VARIES MAINTENANCE VARIES PROCESSING (4TORE ROOM) VARIES '+'LATER ROOM VARIES SUSPENDED CEILING 1) SUSPENDED CEILING SHALL BE 9-'-0" x 4' 0" x 5/8" ARMSTRONG No. 703 TAPERED EDGE, PLASTIC COATED SURFACE BURNING CHARACTERISTICS PER ASTM E84; FLAME SPREAD = 5 SMOKE DEVELOPED = 0 CLASS 'A' BUILDING MATERIAL COLOR -- I MITE 2) SUSPENSION SYSTEM SHALL BE PRE -FINISHED 'r'IFIITE METAL GRID ',,'lTH MAIN TEES AT 2'-O" OR 4' 0" O.C. AND CROSS TEES SHALL BE INSTALLED AT 2'-0" OR 4'-0" O.C. PERPENDICULAR TO MAIN TEES. 3) SUPPORTS SHALL BE 9 12 GA. GALVANIZED ANNEALED `'SIRE FIXED TO MAIN TEES AND ROOF STRUC(llRAL MEMBERS AT 4'-0" O.C. MAXIMUM SPACING. 4) LIGHT FIXTURES SHALL BE FASTENED TO METAL GRID SYSTEM WIT i ONE 1/8" DIAMETER BLIND RIVET AT EACH CORNER, EACH CORNER OF TIGHT FIXTURE SHALL BE SUPPORTED FROM ROOF STRUCTURE `;'JTH -12 GALVANIZED ANNEALED WRE. 1 i -rA I nI-11 IAIn . 1) METAL CEILING SHALL_ HAVE PRE -FINISHED NASHABL E SURFACE. SURFACE BURNING CHARACTERISTICS PER ASTM E84; FLAME SPREAD = 0 TO 25 SMOKE DEVELOPED = 0 CLASS 'A' BUILDING MATERIAL COLOR : 14dl TE 2) SUPPORTS -CEILING PANELS SHALL BE FASTENED TO ADJACENT 'HALLS '<`ri Ill SHEET METAL SCREWS SCREWS AND/OR 1/8" DIAMETER BLIND RIVETS. 1 rP1rk I11'1 RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE Pr1TrT PLASTIC TUBE COVERS SUPPLY AIR DIFFUSER F/71 RETURN AIR EXHAUST FAN AG+V ,ICY APPROVAL ilutse, p,:rts canp`y I I the Fi,,.-;, =3 1` !an fa c,,_,cd E..:! ing Act of 19T9 Constn:ct,n Ccda cnd tv 111,1 fc'!a„ ng Coi}s1, Tv pe-- �tx a� )ccvpan:y ALa:Y h' f1o. } 0€ : Inca --�-- ;�D V.indWocity -- _— Of Ezt. V'1 a Is -- --- _10 Floor Load _ _01/261105 p,.ro,:al Date PSI Mlodular Di sicrt DENOTES WORK TO BE DONE IN THE RELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR 0 c 0 � � O z w m Q - r2 � Q Z O .� W r--� u U CV w L LJ � � z W O n C) cn x r O �� 11 a o0 F— __t 2 ENGINEER ROGER S. Ut,IGERFELT, P.E. LIC. No. 35677 MODEL No, 77111 D-3900 FILE NAME- D 9116 _PA DRA`,'7N BY DATE G. MAICOM 1 12--22-04 CALF HEV. UAIE 3/16" DRWO. No. A-16 HEET OF 21 3 5 J05 No. HAND t A-11 GFC1-yip +24„ 6 M a i STYL ONE 20 AMP = =: -- TYLE LINE 20 AM + - B-21 .:---RE CLE AND RECEPTACLE AND _.:... TO ALARM GFCI (2) DATA AND (1) (2) DATA AND (1) i PANEL ATE VOICE OUTLETS. F lOICE OUTLETS. VOICE OU RECEPTION COUNTERTOP MOUNT COUNTERTOP MOUNT C-35 _.. . I `? +85'\ E C, C-21 g=23 8-23': C 23 n A-11 GFCI-PIP +24" +18" J 88 A- 0 ° 0 +18 - �,_._ " }j- +i8 +18° +i6" +18' t]8 +18" _DD1 V OD; V " DD/V. -- ; .. ..../'>' QD/V.......: . .. +i8 A-15 +18' B-34 B-32 B-37 B-37 +66' To � +66' TO +12 TD -__--: _-- -- +12° TO �\ NEMA i DISCONNECT A-40 +18' DD/V +18' A-40 +18' A-15 +18' ........ - ....... A +18° I DD V +18 :::..._....:-- - A-15 A-5 B-38 +18 +18 __.:.._.._.. GFCI DD v A-10 GFCI - WRE. STUB UP ABOVE CFCI _.... _... ..:- - _ _ CEILING. - - R B 2_ u-.aa-._.__.. f UBE?ELL No. FR80A A-14 GFCI^:-::- HUBBELL No. FR80A -- - GFCI NOUSI^rG ti"nTH (2) +26° HOUSING WTH (2) A 1 No. SS349DS PL ATES _-- NR. SS309DS PLATES — _ _ _ _------------ ': �% -T {185 - - - - — - - - - ' --- AND (1)HUBBELL AND (1) HUBBELL DD/V +42° q TO ALARM PANEL AT_r, RECEPTION C-35 t J +85' E +80' F 1 A-3 GFCI +48_ +18: .;.:...t.18' . +18 �: ; r B' 25:...... B 27 ;. ... C .-32 C-31 _. _ .. .. B 25 C C 27; ..: ; 8=25 B 25 C-25 GFCI CFCI CGI--: GCcI,.-_.. GF GFCI GFCI- .: ffCl._. ' GFCI :.. ; L SCALE - 8 A-1 1 /2" CONDUIT _ _ ...._, 1 -------- _; : _- I - MONITOR: C� I +34° - A T +42" STUB THRU SCALEFRAME .. - ----- +48 Fri PROVIDE 12"x12" A-28 +8D' I ACCESS DOOR +18' TIENT CARE AT +28" A.F.F. GFI NEMA I'FUSED D/V +18° +18' DISCONNECT A-17 GFI 60 AMP/-.0-FOE. A717 GFI: +18' +49' Lu V +iD'/V +18' , A=23 GFI D/V +18 A-17 GFI +48' V _... - +Bo +80' A-17 GFCI +18' A-3 +6f0' GFCi �tT�x x �t , j 54° TO - - B-36 +54' TO B-37 _._. +12' TO TOP 30 AMP / 30 FUSE 208V/34 B-31,33,35 3n10cu 3/4' CONDUIT B-37 GFCI +42' RECEPTACLES 1N PA AREA TO BE HOSPITAL GRADE _.:: _:: ° 18 .. - . 6-27 . _........... - - _ s I. +18 q-16 r - - acl : A-2` n D ._� - CFCI / A=31 M 8 T 18 : +26 A 28 �� - - +18' 34 jLJ A-14 GFCI - - t.,. LOCATE DOOR CONTROL- i DiV - ti-4 F A-14 GFCI A-10 GFCI �.bD/V: UNDER DESKTOP R C-24 -19 - C-34 DD/V +18 DD/` +18 _ A-7 NWA 5-2GR A-9 A-6 ° € +13 A- 54 CFC Y _ - ) 4 ) Q8 +1 NEMA 5 20 ( r 3° DEEP J-BOX: WITH +34 A 27 A 29 +18° rC ::A 31 To +42° GFCI lA + 2° R (1 U 1„ CONDUIT - 2 1 i/4" CONDUITS - - ._...+]8'- +1$' - STUB -OUT FOR +18 10 +. I +'2 -._.........._ O CONDUIT STUBBrO_ J J` TO +18" WITH PULL WIRE. STUB DD/V °,. ABOVE CEILING -FOR- . +72Y DD CABLE T V F UP ABOVE CEILING. ' `+3*w J-BOX - j A-10 GFCI ... ... . .DD� ... - -�� ....--.A--1.4_.G.Ci .. ,,.. R.O. ALARM PANEL � � �+18° ABOVE -------------------- -------: HUBBELL No. FR80AJ------------------, ------ - - ----------- CEILING a== =_ --- ------------------------ HUBBELL V=_______-- ________-_ _ -__ _____ _ ____----____-_-___ — (1) 3" CONDUIT GFCI HUBBELL No. FR80A 1 CONDUIT �1iTH PULL C-33 A-22 - STUB -OUT FOR ,.....:::1d(Sk 1t, 1"11TH (2) :� a - R� - �.....: IHOUSING BATH (2) :;- �'�1RE.:�TUB U, ABOVE A 33 A 207. SYSTEM RACK No. SS309DS PLATES +34 A-11 SY Nc. SS309DS PLATES CEILING; _ _ __ C_ 0 -rib' \ �.� .. � . AND 1 :.HUBBELL - - - lJBB€tt- - - --- - T - - - - - - - + — - - - - - - -- - - 1 `A-13 GEC!-PrP ------- "STYLE LINE" 20 AMP Atl6-ft)-N F E-? C-24 +24 +18° STYLE LINE 20 AMP +36' • F +48° - ::::: :-,.1. ... +24" AND ::::........:. ai70 �_ f72" - �0 _�_ _ - - --- -------- --- -- RECEPTACLE -. ----....,C _.._ RECEPTACLE AND ::::::.:::-: - i : ;r -- - :: _: +72' �___- ------------------------------- - ----- -- ___-_=----------- -- 2 3" CONDUIT ' ----- -------- ----- - -- -- ----------- AND-- f'?}~�AT•A (1) F�3 .. � a====, TO �, :_______"__ -- _------------- - ---- ---------------"-_�._:=�- ( ) (2) DATA AND (i) -...R+A-41 STUB -OUT FOR VOICE OUTLETS. VOICE OUTLETS. C z +42 TELEPHONE SERVICE COUNTERTOP MOUNT +18' rFCOUNTERTOP MOUN _---- ---: - : _ ABOV TO ALARM TO1A-42 BOXA _ D� V L AiE+4? 25 AN H-27 C-38 B-29 ; C-37 C-39 B 29 B-2G ; C-41 B 29 C-42 CFCI I CEILING P E +85' CFCI.. _ .... CFCI :. GEC€ ...... (C1 ; - +42° ! A-25 A- 5 RECEPiION +80°01 GFF� .:. GFcl ; - - 5 - .O FCI -- + +i8'20 A18"2� A-18 A-13 A-13 ` +42 f +421 ABQVVE (-3 F ! E �. __. --- ;.:.._ __ - A- 20. - -- f CI +18° +7, --- DD V DO y DD/V DD/VD/V _.. .. _ +18 +18 +t8__..+.18... - +18..t18.:. - CEILING +18" .8 +12° ;: .. :- J • • i :. �. ELECTRICAL POWER PLAN SCALE: 3/16" = l'-O" NOTE: ALL PULL DIMENSIONS ARE TO ORIGINATE FROM THE HEEL OF THE PERIMETER BASE CHANNELS A-19 GFCI +18' NOTES: 1. B.S. TO FURNISH AND INSTALL JUNCTION BOX AND 3/4" CONDUIT STUB -UP TO ABOVE CEILING ONLY FOR PHONE/DATA AND CABLE T.V. 2. PHONE/DATA SYSTEM, FIRE SYSTEM, SECURITY SYSTEM AND CABLE I.V. SYSTEM TO BE FURNISHED AND INSTALLED BY THE O'NNER. 3. ALL EMPTY CONDUITS TO HAVE PLASTIC GROMMETS ON ENDS. 4. ALL RECEPTACLES TO BE NEMA 5-15R, UNLESS OTHERWSE NOTED. 5. ALL CONDUIT AND JUNCTION BOXES REQUIRED FOR FIRE AND SECURITY SYSTEMS TO BE FURNISHED AND INSTALLED BY THE FIRE AND SECURITY SYSTEM SUB -CONTRACTOR. 0 (IG) i G 2.a i i i I --- a II (IG) V C-26 C-30 C-24 (_ ELEVATION rA SCALE: 1 /2" = 1' 0" d ' ra 177" (CROIr! MEL Or BASF rc,Ar1L} � T SCHEDULE � - SUPPLIED BY ELECTRICAL EOUIPMEN , _ ,�,,jA,l �� B�; KEY -- DESCRIPTION A TRAfdE PA.CKGAS BS.-- MODEL No. YSG-072-A3-R-hi-A-AA-0000-C-2--000000, 'r`.11H (BAYECONO85A) ECONOMIZER COOLING = 72,000 HEATING = 120,000 in, 97,2100 out ! SEER = 10.1 (208V/30/60) MCA = 32.2 MOCP = 50 AMPS- B - OPEN C TRANE No. BA'fSE'dS019B, PROGRAMMABLE THERMOSTATS i— 4 B.S. B.S. FOR H.V.A.C. UNITS- - D INNOVAiR No, DHIOOACOCI, DUCT 9,iOKE DETECTOR B.S. I B.S. No. ST-3 SAMPLING TUBE, OR EQUAL �— E H.V.A.C. DUCT DETECTOR ALARM - TO CONSIST OF 4 B.S. B.S. I (1) 4° x 4" BOX, (1) SYSTEM SENSOR No. SSK451, MULTI - SIGNALING ACCESSORY PANEL 1`r1TH KEY TEST AND RESET, AUDIBLE ALARM, PO'1r`ER, TROUBLE & ALARM iLIGHTS, j SYSTEI,i SENSOR No. PS24LOPr', ADD -ON STROBE, AND ! SYSTEM SENSOR No. PS12/24SLENSW, SMOKE LENS OPTION - I 1 F BROAN EXHAUST FAN No. S130 1`i1TTi 4" 0 DUC T AND ROOF 5 B.S. 83. CAP (130 CFM] - G EXHAUST FAN - GREENHECK MODEL No. G-75, 1/25 hp, 900 CFAi ea .375 S.P. 12OV/10/60 2 B.S. I B.S. MCA = 4.4 MOCP = 15 AiiPS H SQUARE "0" RELAY, CLASS 8501, CATALOG No. KP13V!4, V,ITH CATALOG No. NR61, BASE I i B.S. B.S. i CALL FOR ASSISTANCE STATION - AUDIO/VISUAL ALARM _ 3 B.S. B.S. EDWARDS No. 7008B-N5, BUZZER STROBE AND No, 6537, 1 EMERGENCY PULL CORD STATION. PR00E REMOTE ALARM ! INDICATOR PANEL AT RECEPTION AREA. J ! EDVIARDS No. 599, 120 VAC TO 24 VAC TRANSFORi,iER 5 BS. B.S. K SQUARE "D" 4 POLE RELAY, CLASS 8501, CAT. No. RS44V14, i B.S. B.S. ',ti1IN CATALOG No. NR34, 14 SPADE PIN BASE 24 V.A.C. ` L ED'WARDS No. 7035, BULL'S-EYE LAMP AND BUZZER REST- i B.S. BS. ROOM ALARM INDICATOR PANEL 1,IFH RED LAi.tPS. hi Mc GILL No. 100, SP/ST 15 AMP MOMENTARY CONTACT PUSH B.S. B.S. BUTTON SNATCH ti41TN (1) N.O. CONTACT FOR DOOR, LOCK. LEGEND "lip YrEAPHER PROOF GFCI GROUND FAULT INTERRUPT DUPLEX CONVENIENCE RECEPTACLE N DUPLEX CONVENIENCE RECEPTACLE MOUNTED HORIZONTALLY SIMPLEX ISOLATED GROUND RECEPTACLE - ORANGE IN COLOR DUPLEX ISOLATED GROUND RECEPTACLE - ORANGE IN COLOR SIMPLEX SPECIAL RECEPTACLE DUPLEX SPECIAL RECEPTACLE H.V.A.C. THERMOSTAT $ SINGLE POLE S4ITCH $ P SINGLE POLE 9,11CH V l'H PILOT LIGHT $ 3P THREE NAY SWTCH 'IFH PILOT LIGHT SMOKE DETECTOR ♦ TELEPHONE M MOTOR Ull JUNCTION BOX HORSEPOI'i'ER RATED FUSED DISCONNECT - FUSE PER EQUIPMENT DATA PLATE EMERGENCY SHUTDOVN S'l'fITCH HEATING ELEMENT FIXTURE OR EQUIPMENT - SEE SCHEDULE HOME RUN TO PANEL BOARD HOME RUN TO PANEL BOARD '1l1 iN ISOLATED GROUND EXIT SIGN FTC] TIME CLOCK FRCP ] FIRE ALARM CONTROL. PANEL 10 FiRE ALARM PULL STATION FiRE ALARM COMBINATION AUDIO/VISUAL UNIT LE, FiRE ALARM ViS!UAL ONLY UNIT E EMERGENCY CALL STATION F14111 PULL CORD EMERGENCY CALL STATION HORN%STROBE Eil DOOR CONTROL B.S. BUILDING SUPPLIER - hiADISON INDUSTRIES M.S.C. MADISON SITE= CONTRACTOR G.C. GENERAL CONTRACTOR M.C. MECHANICAL CONTRACTOR EQC EQUIPMENT CONTRACTOR AGENCY APPROVAL This? pry., co❑ p!y .ih tin ric6d3 A: of 1979 Cants r,s cr Co -des and ecn•-re to the foll, ,rng criteria: Con5t.F Occupancy Al!oYf3'o•Ie No. T 150 Re Ratilig of 0 . ZO z Approval Date 1T2 J1 05 PSI `:`ovular Divslon DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR 0 __j ENGINEER RONALD L_ BOL DEN, P.E. IJC. No. 19261 MODEL No. 77111 DS900 FILE NAME 1)9201 __Iji DRAWN BY DATE- D. MALCOM 12-22--04 CHECKED BY DATE SCALE REV. DATE DRNG. No. E-1 SHEET OF 22135 6 4 B-20 THRU B-20 THRU B-20 THRU TIME CLOCK TIME CLOCK TIME CLOCK ID + 02" / (LD) LD +46' +96" +96" — — --- LE 1 LB CD j I c LA) LA LA LA LA LA f 40"� s LA ... C � 1 : B-16 B-1 6 B-16 B-16 8-15 B-1 d SW--f SW—; SW—f sw—> svi— f SW—r - - ---------- ; I LA 1 LA._.. - - LB �L - -� - t 8 B 18 B _6 1 1� B 1 B t B 8 8 B S a 8 Str g SN g SN S',r g SU(g SN g Stir h ---------- L C 8 +48 - - - - - - - - - - - - - - R" LB LB +4� - --------- : •B _o. = S1"r-h :... �\ 4 LA : AC-2 C LAE C 0 �`---+{-- B- 8 +60" ' B-20 THRU -.: n - - -- -- n - A TIME : EMERMil' Ml.: w s�"r - - TIME CLOCK - _ - - - - - 4 � 3�. C 44 � T ; S'rr f " : LG " LG I _:` LA { � :...._ - +43' LB LC qy3 �. _ - tir: r _ 26 (DE C- B'r— .SW-h �` C-40 ❑ S� ❑ L - - C s4O -- - +" 6" LA LA 40 y- -- ..Z_ r B I : : i A :ti LA `: LA LA B-14 :I3-14 `-:8-.�4 B-1`-.. ..' B-14 B-14 B-14 t SW-e ;�` ., SW-6 sW-e SW-e -............. ------------------ B --- ---- ------ ----- --- : --- - ------.............- GD 2• EE2LB :. LA lL� : J LA JLB h' CLB U 12 U t A-34 B-12 B-12 B-12 � �;• ,� B-12 B- B-1� LAE : ; ---- - 8C-0 SW-d SW-d SW-dS1-d S`r- SW-d A-32 - -----: .- ---- ..._.--.": .-.... .. . t 4 t84 B LA LA LA 1 `" l 1 LAI LA LA ` LA ---... -- -- a tE +413° },�{. i B-14 B-? 4 a-14 w B-14 B-14 B-14 B-26�'=:.. .. ' B-26 B-26 w B-26 A----------- .4 38-- S`4r-e SI'7-e SW-e 8 SNr_e S1'r-e S<'r-e S4"r- i SW-h SW-h`: Stir-h E CLAD — = , : AC-4 �. LA 1 :'C9,: : ; LA LA : LA LA LA l; T i - : t60 + 8 1 8-12 8-1? B-12 B-12 B-12 B-12 B-0 I ---. - T r I � 41 S1r-d S1t-� sW-d stir-d S�!-d SW-d SW-d +4# C 'AC 3 TO EXHAUST i - r : - = --=- - --- = t #07�� }--__.--- #6D" :FAN O:J ROOr c i , ------------ - I C-8 i -� __ +48' +42" _ B _G THRU - -- - - s... - - - - r i i i i i i i I t1 _...._..:. ._— - _ _ ._. _ .. ..._.. _- —. III;IL CLOCK --- - _ _ _ Ilk, - 1--T f EMERGENCY UO{T , LAD.,V LA t - w B-10 B-22 I .:.LAE g-22 `8-22_ B-10 LAE-2 B-22 - - - -- "- �/ S4'r�❑ LG S't"r-ti LG - C-8 I/ S�"1-c ISW ❑ C-8 :Sti"r-a S�"r-a f v LA LA L1.. Q Q ----= sir C _---- ----- ...---- ----"---------=----------- --� ----- - --- LOD- - - - �. . : ::: AC -- LAE ` ` - - 60 B 8 + C-8 W-b C `S T :p - C8 a. • l LAF LA.F LAF A �F C +" _:. ��: LB LA LA LA C-8 A-38 B 10 :. B-1 , 8-10 B-10•---- - B-.1€' B-10 - - - - s1"r-e S1"r-c S',"r-� SW- Sal-c ST"r-d B-8 B-8 B-8 B` 8 B 8 B A 8 B-8 ..... - ..._ ` LA `— ` LA 1 LA "i " C B Sti+-6 SW-o SW-b SW4 S&b: Stir-b SW-b -- --.. < - --------------------------------. - ;..... - ... ------ --...--•- 13-24 - - \r/ CK) u `"—J-BOX ABOVE CEILING BY B.S. LD B-20 THRU +102' PIGTAILS FED THRU WALL BY G.C. B-20 THRU TIME CLOCK FOR CONNECTION TO SIGN, TIME CLOCK FINAL CONNECTION BY G.C. (G.C. TO PROVIDE DISCONNECT IF REQUIRED BY LOCAL CODE) ELECTRICAL LIGHTING PLAN SCALE: 3/16" = 1'-O" ------------ LB � - I T-48 A.-30 � �t _ LB LB _ C-40 LC +48" LC A-- 30 -- F - - m LA TO EXHAUST FAN ON ROOF +102" XGD C-40 +46" t 4 B-20 THRU LDS TIME CLOCK +96" - -A-32 "' C-8 __-- LA 7) A-36 +48 LAF ( LAF C-8 +102" u B-20 THRU TIME CLOCK a SIJPPLfED BY ELECTRICAL FIXTURE SCHEDULE _ I - INSTALLED BY KEY DESCRIPTION QTY. S i LA METALUX No. 2GR8 332A-120 EB81-U, 2x 4 FLUORESCENT 99 B.S. B.S. LIGHT FIXTURE 4'r1TH ELECTRONIC BALLAST, AND INTEGRAL THERMAL PROTECTION (3 - F32181835ALTO LAMPS/FIXTURE) LAF METALUX No. 2GR8-332A-120-EB81-U, 2'x 4' FLUORESCENT i 7 B.S. B.S. LIGHT FIXTURE 'rt1TH ELECTRONIC BALLAST, AND INTEGRAL G.C.4"n'' FHERI,IAL PROTECTION (3 - F32T8TL835ALTO LAMPS/FIXTURE) LAE METALUX No. 2GR8-332A-120-EB81-EL4-U, 2'x 4' 12 B.S. B.S. FLUORESCENT LIGHT FIXTURE 1MTH ELECTRONIC BALL, AST, INTEGRAL THERMAL PROTECTION AND BATTERY BACK-UP AND "'HAP,GER (3 - F32T8TL835ALTO LAMPS/FIXTURE) LB METALUX No. IA-232-120-EB81, 1' x 4' FLUORESCENT 22 B.S. B.S. LIGHT FIXTURE 1'r1TH ELECTRONIC BALLAST, INTEGRAL THERMAL PROTECTION, AYC-CHAIN/SET-U CHAIN HANGER AND CLEAR TUBE COVERS. (2 - F32T8TL835ALTO LAMPS/FIXTURE) I f -- LC SURE\TES No. CU-2 EMERGENCY LIGHT WITH BATTERY 7 B.S. B.S. I r R. BACK-UP AND CHARGER. LD LUMARK WALL MOUNT FIXTURE No. PM10, WITH (1) 100 'rrATT 9— B.S. a.s. HALIDE LAMP AND INTEGRAL THERMAL PROTECTION, G.C. ri'RED jMETAL FOR USE IN DAMP LOCATIONS. r_ LE SURE-LITES ILLUMINATED SINGLE FACE EXIT SIGN �— 7 B.S. B.S. No. LPXH-70-RVt}i, WITH BATTERY BACK-UP. �F SURE-JTES LU„INATED DOUBLEFACE EXIT SIGN 1 B.S. B.S. No. LPXH-70-R' H, 1"+1Tri BATTERY BACK-UP.— i l LG METALUX No. 2M-332A-12O-EB81, 2'x 4' FLUORESCENT _ — B.S. B.S. LIGHT FIXTURE i111TH ELECTRONIC BALLAST, AND INTEGRAL II THERMAL PROTECTION (3 - F32T8TL835ALTO LAM PS/FIXTURE) I LH APPLETON VAPORTIGHT LIGHT FIXTURE No. VPX-1050G ',',I. i 1 B.S. B.S. LAMP AND LAMP GUARD I LI SURE LIES No. 6T-6-W'rrH REMOTE EMERGENCY 4 B.S. B.S. L LIGHT WITH ONE HEAD AND 'tMHE FINISH AGENCY APPPMVY�L The l r�,s e^rr.;:ir rath tile Gf 1 rl CC'1SL;ICi.Ot? r,_ to the (.,1}•:u.r. i critGdd: Const. Type T!' AI(0;:a1}!e if0. 1 Of Roors Vihid V;�tcc:t 1 '0 e rating of �----__...-- Ext. VJ'alis 0 i Flaor Load ApPrrovaiDate 01/26/0 PSI r;todul,i DIvoion DENOTES WORK TO BE DONE IN THE FELD BY GENERAL CONTRACTOR BY IMADISON FIELD ERECTOR I U � CD z C/D m tI? Q _J Q 3: U 0 C `� d- >- o E-+ Q �} N __J Q �\ W � U o < CV ! � U O Q O W W F-H X W U L J Q 0 RONALD L. BOLDEN, P.E LIC. No. 19261 MODEL No- 77111DS900 FILE NAME D9202_M DRAVIN BY DATE G. t,1 ALCOM 1 12-22-04 CHECKED BY (DATE SCALE HEV. DALE 3/16' = 1'-0" DRVIG. No. E-2 SHEET OF 23 3� M 6 6 6 6 s LJ -------------------------- ..------------------------------ - ----- ._.... - - - ....._.... -............ - - ---._.._..... _ -------- --- --_--- --- -- - ----._._..._._...._....--------- ----- ----------------- ------------ ----- ------ ----------- - -- _------ ------------ ----------- ----------------------- _---- ------------------------- ....---------- --------........... ------ --------------------- .-..._.......................... - - - ................ G------- -- 1VP J-BOX EXHAUST FAN iV I TH - LOCATION OF LIGHTING + FACTORY INSTALLED CONTROLLER REMOTE DISCONNECT SWTCH ,}F PHOTOCELL (INSTALLED F1rIAL CONNECTIONS FACING NORTH) BY G.C. + W,P. BOX -J BY G.O. -- — — - — — — — - — — — — — — — — —i-- — -- — — — — — — — -- — — FINAL CONNECTIONS B 1,3,5 BY G.C. 3 6 I ���� A-30 3/44 " CONDUIT CIRCUIT BREAKER TO LIGHTS iN STE DISCONNECT !!! P,LriE - � I THROUGH THE BASE ELECTRICAL --f" L'--- 0A FAN EXHAUST MUST BE 10'-0" �- H VIA UNIT A'JJAY OR EXHAUST 2'-0" ABOVE ANY FRESH AIR INTAKE No. AC-2 * VIP J-BOX EQUIPMENT. (TYPICAL) - -� A-i1 ) FAN EXHAUST MUST BE 10'-02' '`-- FAN EXHAUST MUST BE 10'-0" WP GFCI -f @ E� a ; AWAY OR EXHAUST 2'-0n ; AWAY OR EXHAUST 2'-0" RECEP. ABOVE ANY FRESH AIR INTAKE ; ; ABOVE ANY FRESH AIR INTAKE EQUIPMENT. (TYPICAL) ; ; EQUIPMENT. (TYPICAL) ; t ( „ 0 J-BOX 1 � . A-11 OF •I B-2,4,6 -- - - - - - - - - - - -_ _.= --- - - - - - - -- -- - - -- - - S"JP GFCI FINAL CONNECTIONS 3 6 cu RECEP. BY G.G. 3/4" CONDUCT CIRCUIT BREAKER O DISCONNECT EXHAUST FAN"J1TH - /� FACTORY INSTALLED �/ I ---' ; --- DISCONNECT S4"JITCH H.V.A.G. UNIT- \ THROUGH -��� ; ` ' ; No. AC-3 THE BASE --- ELECTRICAL -- --- FINAL CONNECTIONS BY G.C. THROUGH - H.V.A.C. UNIT L, �t� �1,� THE BASE No. AC-4 " ELECTRICAL FINAL CONNECTIONS MDP-13,15,17* W.P. BOX d BY G.C. 3 6 cu .---. CIRCUIT BREAKER - - - - - - - - - - - - 3/4" CONDUIT - - _ - - t - - - - - - - - - - - - - - - B-7,9,11 DISCONNECT CIRCUIT BREAKER 3 n 6 cu DISCONNECT ~�_ _ A-36 3/4" CONDUIT FINAL CONNECTIONS + 10 LIGHT IN BY G.C.. JAN. CLOSET THROUGH -f THE BASE ELECTRICAL --- - ' lA `— H.V.A.C. UNIT No. AC-1 + I — — — — — — — —. — — — — — — ----—— — — --------- — ----- — —---- — FAN EXHAUST MUST BE 10'-0" AWAY OR EXHAUST 2'-0" ABOVE ANY FRESH AIR INTAKE EQUIPMENT. (TYPICAL) ,i ( Ii .. ................ .--------------..__-._.........---------._._..._.._...-------------.--..-_.-___._-.._.--.-__-.._._-__-.—._---__.._.-.........-•_---__.._..._..........__-..._..............-_-...__�-...-.-..__.--.---»...--•__---_._......._..-...........�.._._-..--•____.. - •..-_-_...—....-_.-..... .. .-.._._.._._-..-.—__.-........................-..._-_....-..-._.__.—...--....-.-_...-....-_---•_••-_-.-.._._._.._-..-..._......-......-------.-.._--......-....__.........-....---_...-_--...--._..._.-...-__-....--__..-_.�. t____..--_-...-..-....._.__._...-..__-...__-___...-..._-_.i .�n 11 i ELECTRICAL ROOF TOP POWER PLAN SCALE: 3/16" = 1'-O" MANUFACTURING PLANT INSTALLATION NOTES: (B.S.) 1) B.S. SHALL FURNISH AND INSTALL ALL NECESSARY" 'J,1RE, FITTINGS, RACEWAYS, BOXES, FIXTURES AND I DEVICES FOR THE CO3MPLETE ELECTRICAL SYSTEM YIlTHIN THE CONFINES OF THE MODULAR BUILDING AS i SHOT+II OR NOTED ON PLANS. Al WORK SHAH BE DOME 1,11 A NEW AND IJORKhiANLInE hIAhINEIZ. 2) CONDUCTOR AIMPACITY FOR GENERAL 1'"1RING IS BASED ON Al" AMBiENT TEMPERATURE OF 75-C. MIN- 1MUM CONDUCTOR SIZE SHALL BE 2 12 AI'JG-CU ',1TH 600V T'r'PE ni'Y,N-THHN INSULATION. ALL i CONDUCTORS INSTALLED IN WREWAYS TO BE DERATED iN ACCORDANCE 'Mflrri NOTE 8 TO N.E.C. TABLE 310-16 AND MEET THE REQUIREMENTS OF N.E.C. 362-5 EXCEPTION No. 1. 3) ALL WRiNG SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING; INSTALLATION SHALL COMPLY WITH N.E.C. ARTICLE 348, FLEXIBLE METALLIC TUBING MAY BE USED FOR CONNECTIONS REQUIRING FLEXIBILITY; INSTALLATION SHALL o i 1 1 n n r r rr �O,Jr'LY 61TH N.E.. ARTICLE 34�. LIQUID -TIGHT FLEXIBLE CONDUIT SHALL BE iJSED FOR CONNECTION TO EQUIPf,TENT 1LI 1'1E 0R DAMP LO- CATiONS; INSTALLATON SHALL COMPLY 1ilffl N.E.C. ARTICLE 351. Q ALL BOXES AND FITTINGS SHALL BE OF METAL, 'J,ITH ALL JOINTS MADE ViRENCH TIGHT; INSTALLATiON SHALL COMPLY V(1TH tIE.C. ARTICLE 370. 4) ALL SVIITCHES AND RECEPTACLES SHALL BE GROUNDING TYPE, IVORY IN COLOR, ','11TT1 STAINLESS STEEL COMER PLATES. ISOLATED GROUND RECEPTACLES NOTED ON PLANS SHALL BE ORANGE IN COLOR WITH GROUNDING CONDUCTOR CONNECTED TO RECEPTACLE AND EQUIPMENT GROUNDING BAR IN ELECTRICAL PANEL RECEPTACLES IN PATIENT CARE AREA TO BE HOSPITAL GRADE. 5) ALL MOTORS SHALL HAVE OVERLOAD PROTECTION; DISCONNECT S1iiTCHES FOR MOTORS SHALL BE HORSEPOWER RATED. 6) FLUORESCENT LIGHT FIXTURES INSTALLED INDOORS SHALL HAVE THERMAL PROTECTION INTEGRAL WITH BALLAST. r cr 7 FIXTURES INSTALLED OUTDOORS SHALL BE SUITABLE FOR INSTALLATION IN I „ hA�riPrET OR �1LOCATIONS. 8) ELECTRICAL PANELBOARDS SHALL BE SUITABLE FOR USE AS SERVICE EQUiPE,i_ENT. 9) ALL CONDUCTORS CROSSING MODULE LINE SHALL BE IDENTIFIED AND LABELED FOR JOBSiiF CONNECTION w BY THE GENERAL CONTRACTOR. 4 10) CARRY GREEN EQUINMENT GROUNDING CONDUCTOR SIZED iN ACCORDANCE WITH N.E.C. ARTICLE 250 IN ALL CONDUITS. IN ADDITION, PROVIDE REDUNDANT GROUNDING iN ALL PATIENT CARE AREAS PER N.E.C. ARTICLE 517. 11) CO-ORDINATE REQUIREMENTS FOR GROUND FAULT RECEPTACLES 1"t1TH WATER SYSIDJ SUPPLIER DRA1",1NGS. 12) ALL RECEPTACLES WTHIN SiX FEET OF PLUMBING FIXTURES SHALL BE CFI TYPE OR FED FROM GFI CIRCUIT BREAKERS. 13) TESTING TEMPORARY ELECTRICAL POV�ER OF SUITABLE VOLTAGE AND AMPERAGE SHALL BE APPLIED TO BUILDING SERVICE. ALL EQUIPMENT AND FIXTURES SHALL BE OPERATED AND P(1RING PROVEN TO BE _ FREE OF DEFECTS. S,'11TCHES AND RECEPTACLES SHALL BE TESTED AND PROVEN TO HAVE CORRECT CIRCUITRY PER DESIGN PLANS. CIRCUITRY SHALL BE TESTED FOR CORRECT POLARITY AND GROUNDING. -1 14) THE ESSENTIAL ELECTRICAL SYSMJ AS DESCRIBED IN ARTICLE 517.45 OF THE NATIONAL ELECTRICAL CODE, IS NOT IN THE SCOPE OF THIS MODULAR BUILDING. WdEN REQUIRED BY THE GO lLRNING JURISDiCTiON, W M Q LT SHALL BE FURNISHED AND INSTALLED AT THE JOB SITE BY THE O'''"NER OR THE O'i"NER'S AGENT. E--+ cn J un a- JOBSITE INSTALLA110N NOTES: (GENERAL CONTRACTOR) - EL 1) GENERAL CONTRACTOR SHALL OBTAIN AL REQUIRED INSTALLATION PERMITS FROM LOCAL AUTHORITIES, CD AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS. CL -11- 2) GENERAL CONTRACTOR SHALL LOCATE AND ,',TAKE ALL ELECTRICAL CONNECTIONS THAT CROSS MODULE F---+ '--1 LINES, AND IF APPLICABLE MAKE CONNECTIONS TO ROOF MOUNTED EQUIPMENT AND FASCIA SIGNS. 0 n c--D 3) AFTER POVtER iS INSTALLED TO BUILDING, GENERAL CONTRACTOR SHALL CONNECT BATTERIES IN WEER- ,ri-{ 1-- 0 (-D CENCY LIGHTING AND EXIT SIGNS. 1 4) GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SERVICE ENTRANCE EQUIPMENT, C/) CONDUITS, CONDUCTORS, AND GROUNDING, AS REQUIRED TO MEET LOCAL CODES AND CONDMI ONS. Q 5) GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DISCONNECTiNG MEANS FOR ALL OUTLINE LIGHi1NG AND SIGNS 1'IITHIN SIGHT OF SUCH LIGHTING AND SIGN IT CONTROLS. Ey- 00 6) GENERAL CONTRACTOR SHALL INSTALL REQUIRED SEALS IN JOBSiTE INSTALLED CONDUITS AS REQUIRED w � CD BY N.E.C. ARTICLE 514. Q -J N 7) AFTER INSTALLING ALL CONDUITS THROUGH FLOOR CHASES IN MODULAR BUILDING, GENERAL CONTRAC- cl) Q I TOR SHALL FILL FLOOR CHASES Y4 TH CONCRETE AND FINISH FLOOR AT CHASE AREAS. U CD 8) THE SERVICE ENTRANCE DIAGRAM SHOTS MINIMUM REQUIREMENTS AS REQUIRED BY THE 'NATIONAL ELEC-- Q O Elf, C -J MICAL CODE'. SIZE FOR SERVICE ENTRANCE CONDUCTORS AND CONDUITS MAY VARY, DEPENDING ON LENGTH OF CONDUCTORS. GENERAL CONTRACTOR SHALL CALCULATE VOLTAGE DROP AND MAKE AD- JUSTMENTS AS REQUIRED. GENERAL CONTRACTOR SHALL REFER TO OI'&R FURNISHED SITE SPECIAC `- PLANS FOR All REQUIRED ON SITE ELECTRICAL. t- L>_J 9) FAULT CURRENT : x BUILDING IS DESIGNED A. 22,000 AMPS RMS - 'IiHEN AVAILABLE FAULT CURREN T w AT SITE EXCEEDS 22,000 AMPS RMS, THE GENERAL CONTRACTOR MUST INSTALL A MAIN FUSED DIS- CONNECT 'h`HICH LIMITS THE FAULT CURRENT TO 22,000 AMPS RMS. a ^H 1 ri �"1 rJ J CD 0 o r rr) Q: 1j CV cc r� r� Y L� Z � cn _ O � 3 in V CC o — r- O AGENCY APPROW'kL Fb�lic_ Act of i97� Con en Crime, r an r\� l: on Si. Tjrr.a Occupa,icy Mowa6ie NQ. i Of Poor- Fira Rating ci 0 Floor Load 5)0 �,. NYroval rzte 01/2Gl0 PSI t,lodu(ar Dinion -� DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON' FIELD ERECTOR w RONALD L. GOLDEN, P.E. I It_. , io. 19261 MODEL No. 77111 D-3900 FILE NAME D9203-JA DRAtYN BY DATE G. MALCO11I 12-22-04 CHECKED BY DATE SCALE REV. DATE 3/I6 = 1 -0" DR',YG. No. E-3 SHEET OF 24 35 77 No. HAND S 19 PANEL "An LOCATION : PROCESSING BRANCHES : AS NOTED TYPE : SQUARE 'D' BUSSING : 225 AMP SERVICE : 120-208V/31,1/60/4 VDRE FEED : BOTTOM MAIN : 225 AMP MAiAIN LUG ONLY _ _ _ MOUNTING : SURFACE SERVICE LOAD AV1'G CKT A B C CKT AWG LOAD SERVICE f RECEPTACLES (IG) _ _ MO (2) 12 t 15/1\ t j- t5 1 2 32 360 (2) RECEPTACLES (10) RECEPTACLES 720 (2) 12 ( 3 15/1� 20 1 4 10 1800 (3) COFFEE MAKER RECEPTACLES (IG) -- -- -3,50 (2) 12 5 15j1- 20 1 6 10 1596 (3) MCROWAY£ - REFRIGERATOR - - 1000 (3) 12 7 15/> 8 --- --- SPACE RECEPTACLES - -- 360 (2) 12 9 15/1�_ 15 GF1 10 12 _720 (2) SENSOR FAUCETS RECEPTACLES - EXTERIOR i080 (2) 12 l�t5j} 15/1 1 22 500 (3) UNDER -COUNTER REFRIGERATOR - RECEPTACLES _ 90 (2) 12 13 15/B� 15/GET 14 12 10 0 (2) RECEPTACLES (IG) RECEPTACLES iOEO (2) 12 15 1571 15/1 16 12 500 (3) UNDER -COUNTER REFRIGERATOR RECEPTACLES 900 (2) 12 17 151GF1 f-� 85 1 is 12 720 (2) RECEPTACLES RECEPTACLES -10,80 (2) 12 19 15/1 15 1 20 12 900 (2) RECEPTACLES _ UNDER --COUNTER REFRIGERATOR 500 (3) 12 21 15/1 t5 1 22 1 12 1000 (2) AUTOMAPC DOCK OPENERS AND DOOR LOCK [-RECFPTACLFS (Ir,) 54O (2) 12 23 15/GF1� 15/1 24 12 360 (2) RECPTACLES r I RECEPTACLES 40 (z) 12 25 115j1 15ji 26 12 720 (3) UNDER-cC1NTER FREEZER PRINTER ((G) - 10 (2) 12 27 15jt 15/1 28 12 540 (2) RECEPTACLES (IG) COPIER (IG) j - 1000 (2) 12 29 115/1 t 15L1 30 12 1190 (1) LIGHTING - WATER ROOM, STERIMED RECEPTACLES (IG) 540 (2) 12 31 15/1� t5,/1 32 12 1466 (i) _ LIGHTING - PROCESSING, OFF., R.R. TiME C1_CACK - 100 (2) 12 33 15/1 15/1 3434 12 1462 (1) LIGHTING - D/S, CM, EXAM, R.R., MED. DIR. WATER HEATER ICNITER -� 180 (2) 12 35 15/1 f 15 1 ' 36 12 1306 (1) LIGHTING - LOUNGE, R.R., CONF, CRASH CART 10O0j 12)' 12 3715/» 1 15/1 38 12 1201 (1) LIGHTING - SYS., JAN. CLO., CORR. RE�PTAaES (IG) _ 360 (2)1' 12 39 ; 15/1 15 1 40 E 5 (2) RECEPTACLES -4r1J01NG MACHtJE --- _-- 200 (2} 12 41 15/t i T `15/1 42 200 (2),-1£NDING MACHINE CONNECTED LOAD eA = 11.147 kwatts Nil CCtJN. LOAD (KW) DEMAND FACTOR (PER NEC) DEMAND LOAD (KW) NOTES : ;8 = 10.682 kwaits (1) UC7i11NG 06.63 1.25 08.29 1) ALL CIRCUIT BREAKERS AND LOAD CENTER SHALL CC = 10-132kwatts (2) RECEPTACLE / OiHE2 18.72 1.00 i832 BE RATED FOR A MAXMUM INTERRUPTING CAPACITY TOTAL CONNECTED LOAD = 31.961 kwatts (3) KITCHEN EOUIPMrRNT 06.62 0.65 04.30 FOR 22,000 A.I.C., SERIES RATING MAY BE USED, (4) H.V.A_C. N/A 1.00 N/A PROVDE APPROPRIATE LABELING OF LOAD CENTER (5) CANT. MOTOR N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. (6) INTER. MOTOR N/A 0.85 N/A 2) LOAD CENTER AND BREAKERS BY B.S. TOTAL DEMAND LOAD = 3131 kw 1208 / 1.73 = 87 A11PS PANEL IMP" - LOCATION : PROCESSING BRANCHES : AS NOTED TtPE : SQUARE `D' BUSSING : 800 AMP SERVICE : 120-208V/32/60/4 VrNRE FEED : BOTTOM,( MAIN : 800 AMP MAIN LUG ONLY MOUNTING : SURFACE SERVICE _ LOAD AVi'G ' CKT _ 1- A g C CKT AM LOAD SERVICE - PAN0. "8" SUB -FEED BREAKS ( 250 kcrAl 17 225/3 1 200/3 2 4/0 18172 PANEL 'C" SUB -FEED BREAKER (i) = 13221 (2) = 19070 (3) = 0 _23608 21387 2`A krn l 3L- 4 4/0 17545 (1) = 1703 (2) = 51771 (3) = 0 (4) = 3.1776 (5) = 0 (6) = 500 22572 250 kart 5 �- 6 4/0 17757 (4) = 0 (5) = a (6) = 0 PANEL "A" SUB -FEED BREAKER I ]1147 i j ] 110/3 8 --- --- SPACE (1) = 6625 (2) = 18720 (3) = 6616 (4) = 0 (5} = 0 (6) - 0 T 10682 4- 10132 1 1 1 9 �11 I 10 --- --- - - - -- SPACE SPACE 12 H.V.A.C. UNIT No. AC-1 3FA64 (4) 6 13 1 50/3 14 -- --- SPACE 3864 (4) 6 15 �_ 16 --- --- SPACE SPACE CONNECTED LOAD CA = 56.791 kxaits i TIM CrtdN. LOAD KWJ DEMk@ FACTOR (PER NEC) DEMAND LOAD (KW) NOTES : `8 = 53.478kxatts 11) UGHONG 21.55 1.25 26.94 1) ALL CIRCUIT BREAKERS AND PANEIBOARDS SHALL CC = 54.325kwatts (2) RECEPTACLE j OTHER 89.56 1.0 89.56 BE RATED FOR A MAXIMUM INTERRUPTING CAPACITY TOTAL CONNECTED LOAD = 164.594kxatts (3) KITCHEN EQU!F04T (16.62 0.65 04.30 FOR 22,000 A.I.C., SERIES RATING MAY BE USED, (4) H.V.A_C. 46.37 1.00 46.37 PROVICE APPROPRIATE LABELING OF PA14ELBOARDS (5) CONT. MOTOR N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. (6) INTER. MOTOR CO-50 0.85 00.43 2) PANELBOARD AND BREAKERS BY B.S. TOTAL DEMAND LOAD = 167.60 kw / 208 j 1.73 = 466 AMPS PANEL "B" LOCATION :PROCESSING BRANCHES : AS NOTED TYPE : SQUARE 'D' BUSSING : 225 AMP SERVICE :120-208V/30/60/4 WRE FEED : BOTTOM - MAIN :225 AMP MAIN LUG ONLY MOUNTING .- SURFACE SERVICE LOAD AWG CKT A g C CKT AViG LOAD SERVICE H.V.AC. UNIT No. AC-2 3864 (4) 6 1 50/3 50/3 2 6 3864 (4) H.VA.C. UNIT No. AC-4 3864 (4) 6 3 4 6 3864 (4) 3864 (4) 6 5 6 6 3864 (4) H.V.A.C. UNIT No. AC-3 3864 (4) 6 7 50/3 15/1 8 12 920 (1) LIGHTING - TREATMENT, PREP 38,64 (4) 6 9 15 1 10 12 920 (1) UGH➢NG - TREAT1,IENT 3864 (4) 6 11 15 1 12 12 1495 (1) 0C4iTNG - TREAPJFJIT EXTERIOR POLE LIGHT 400 (i) to 13 20j1 15 1 14 12 1495 (1) LIGHTING - TREANENT EXTERIOR POLE LIGHT 400 (1) 10 15 20/i 15/1 16 12 920 (1) LIGHNJG - iREA1101T 391 UGHTiNG 10013 (1) 12 17 15/1 15 1 18 12 -- 805 (1) UZNG - TREATiAENT DIALYSIS T.V. 760 (2) 12 19 15/GFI 15 1 20 12 1161 (1) UGH PING - EXTERIOR DIALYSIS T.V. 760 (2) 12 21 15/GFJ 15 1 22 12 805 (1) LIGHTING - TREATMENT DIALYSIS T.V. 760 (2) 12 23 15/GA 15/1 24 12 _ 1380 (1) LIGHTING - WAITING IA DIALYSIS T.V. 760 2 () 12 25 r t FT IVOR / 15 1 26 1 2 - r - r^ 4 T1tJ T 20 1 UGH � TREATMENT, C,tc.R. ( ) DIALYSIS T.V. 760 (2) 12 27 15/GFI 15/1 28 12 1000 (2) DIALYSIS TEST STAP,CIN (IG) DIALYSIS T.V. 760 (2) 12 29 15/GF1 15 1 30 12 500 (6) WATER H A ER RECIRCULATING PUMP STERNED 2880 (2) 10 31 30/3 15 1 32 12 1000 (2) PRINTER (IG) 2880 (2) 10 33 15/1 34 12 1000 (2) PRINTER. (IG) 2880 (2) 10 35 t5 1 36 12 1000 (2) SHOP VAC RECEPTACLES 720 (2) 12 37 15/1 15 1 38 12 1000 (2) DIA120S TEST STAPOt1 EYE CLOCK AND H.V.A.C. INTERLOCK 150 (2) 12 39 1 15/1 15/1 40 12 200 (i) llCklilNG CONTACTORS EXTERIOR POE LIGHT 400 (1) 10 41 20/1 42 --- --- SPACE CONNECTED LOAD CA - 23.608 kwatts LIEN CGJ.J. LOAD (KW) DEMAND FACTOR(PER N DEMAND LOAD (KW NOTES : C9 = 21.387 kwatts (I) LIGHT NG 13.22 1.25 16.53 1) ALL ORCIAT BREAKERS AND LOAD CE111TR SHALL CC = 22572kwatts (2) RECEPTACLE / OTHER 19.07 1.00 19.07 BE RATED FOR A MAXIMUM INTERRUPT.NG CAPACITY TOTAL CONNECTED LOAD = 6T567 kwatts (3) KITCHEN EQUIPMENT NIA 1.00 NIA FOR 22,000 A.I.C., SERIES RATING MAY BE USED, (4) H.V.AC. 34.78 1.00 34.78 PROVIDE APPROPRIATE LABELING, OF LOAD C£ITER (5) CONT. MOTOR N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. (6) INTER. MOTOR 00.50 0.85 00.43 2) LOAD CENTER AND BREAKERS BY B.S. TOTAL DEMAND LOAD = 70.81 kw / 208 j 1.73 = 197 AMPS TORK No. W100 (7) DAY -- TiME CLOCK CB F 8-39 mm� i OFF I MANUAL O AUTO INTERMATIC No. K4121, 120V, 1800 VIATT PHOTOCELL. MOUNT IN COVER OF 6 X 6" J-BOX ON ROOF. CB CB CB B-20 CB SPARE CB SPARE CO SPARE -3 CB SPARE CB SPARE CB SPARE CB SPARE CB SPARE -SQUARE "D" No. 8903-LO1O00-VO2, LIGHTING— CONTACTOR WITH 120V COIL AND NEMA I ENCLOSURE NO. SDG3, VrITH ATTACHED "MANUAL -OFF -AUTO" SELECTOR SWITCH BY B.S. LIGHTING CONTACTOR SCHEMATIC SCALE: N.T.S. 6' x 6' x 4' J-BOX IN ELECTRICAL CLOSET UNIT Na. 2------_---_--------t I RED rWHITE RM BOARD UNIT No. I EMERGENCY 1 '\��-RELAY OK Ri,i 80ARD -- wmi: STOP RED 1 I WHITE E!dERGEJJCY YELLOW 1 • • 2 - l 7 'AHiT I 1 STOP 2 I q GREEN 3 • • :1 WHITE ' ((r j % E RED - 1 8 1 YELLOW ! BLACK- -- ---- t. 5 8 WHITE i I % ,RED _ 13 • • 10 - - I Q t:REErJ BLUE --- 3„--f„ 6 i i' BLUE T I i ! / i BLACK{ TU �I� 12 I ORANGE 11 BLUE i I RED ! { J REJdOVE to I ORANGE {1 t✓1 J+ --' FACTORY I WHITE ' ; WHITE J REMOVE z y U, w a INSTALLED WHITE ! ! WHITE 1 F p¢ ¢� w - trI O R_D - (' ( �� FACTORY o m m a.j CC JUMPER ! o Q < '_' INSTALLED - ! n L �1cl1 I CROSSOVER TAPS �CDmm<D> m�� JUMPER ! IN H.V.A.C. UNIT ' T �I CROSSOVER TAPS iY THHN--E - - - } ! (FEED WORK) L Rio iHHri-- • ! IN H.V.A.C. UNIT � 1 1 fl I (FIELD WORK) -- -- - - - - - - - -- - -- _ - -_ - - _ --� -- -- 1/2' METAL FLEX ! TO H.V.A.C. UNIT No.- 1/2 METAL FLEX TO H.V.A.C. UNIT No. 1 - _ - -- --- 4' x 4" J-BOX I ! ABOVE CEILING 4' x 4" J-BOX ! I (MODULE LINE) ABOVE CEILING I_ _ 1 _ _ ! { (MODULE LINE) cl� 2 CONDUCTOR 1 ' 0LLj -(- -- --1 v �� w (BLUE TAPE) ; ! ---- Czj w L Z O ml0 (/�(' w r I THERMOSTAT Q,) cD UNIT 2 THERMOSTAT c,- -, UNIT 1 I 114 RED 1 R I i2 ORANGE ED I I BLUE I 12 ORANGE I 1 10t , BLACK I BLUE !! I 1 11 BLACK 1 ! .� GREEN BLUE 10 �- - - - I I YELLOW ! I GREEN a I YELLOW 1 9 I �I VrNITE 1 I I 7 - �-� 2 COrDUCTOR F� - BLACK TAPE - ( ? RED --- REDRED ! f �--- --- WHITE �� A W1111E � ! o CONDUCTOR FW ' ! BLUE (RFD TAPE) BLUE i 1OiY UNIT No. 1 ! !BLUE YELLOWCD YELLOW YELLOW, NSFA.LL JUMPER - -- RED RED> RED 15 3 14 z 11 23 19- WHITE 5 CONDUCTOR WHITE t:>716 rRED ( - _ ii ! YELLOW 19 Ie a' I6 _1 _T 1 BLUE (RED TAPE) I BLUE r-- - SMOKE DETECTOR I ! UMT rJo. 2 t BLUE s m z I y o YELLOW YELLOW YELLOW -- UNIT 1 � c) c1 '� `- � < - ' z o G NSiALL JUMPER t ' - - - - - - - - ' RED 1 I E T, I RED I SMOKE DETECTOR W !---.__----------___..-' BLUE UNIT 2 J �o MULTI -SIGNAL (_ 1"iiTE mci� m 0 m w TEST STATION °) GREEN - o BLACK Z o ORANGE i RED o 24 VOLT 8 CONDUCTOR O -I 120 VOLT (BROWN TAPE) MULii-SIGNAL 7 i WHITE CKT. No, B-39 LEST STAliOrJ 8 GREEN ) I _';ETRAASFORMER O ( 6 ORANGE_- 8 CONDUCTOR (ORANGE TAPE) HN.A.C. WIRING SCHEMATIC WiTH MULTI-SiGNAL TEST STATION SCALE: N.T.S. UNIT No. 3 RM BOARD 7 I Wt 3 � q GE 6L �110��BL 1� 14 1- E 1114 THHN 1/2* METAL FLEX TO H.V.A.C. UNIT No. 3 c o „ z THERMOSTAT UNIT 3 14 I RED J 17 ORANGE t 1 BL1JE , i9 0 BLACK 18 GREEN YELLOW 7 1 WHNE _ 2 CONDUCTOR - (WHITE TAPE) 5 CONDUCTOR 1 BLUE (REED TAPE) WHITE UNIT No. 3 1 RED PANEL °C" LOCATION : PROCESSING BRANCHES : AS NOTED TYPE : SQUARE `D' BUSSING : 225 AMP SERVICE :120-208V/30/60/4 WIRE FEED : BOTTOM MAIN : 225 AMP MAIN LUG ONLY MOUNTING : SURFACE - SERViCE _ -� LOAD DIALY�S UNIT 1000 (2) A1'IG CKT 12_1 A 15j1 g C 60 3 _ CKT 2 A`,'r"G 4 LOAD SERVICE 5757 (2) WATER ROOM - R.G. EQUiPMENT DIALYSIS UNIT 1000 (2) 12 3 15/1 4 4 5757 (2) DIALYSIS UNIT 1000 (2) 12 5 t5/1 L 1 6 4 5757 (2) _ DIALYSIS UNIT 1000 (2) 12 7 15/i 15/1 8 12 915 (1)EMEIGrRJCY LIGHTING _ DIALYSIS UNIT 1000 (2) 12 9 15ft r 15/1 10 12 1000 (2) WATER ROG!a -RECEPTACLE DIALYSIS UNIT 1000 (2) 12 11 15/1 15/1 12 12 1000 (2) WATER ROOM - CARBON DIALYSIS UNIT 1000 (2) 12 13 15ji f 15 1 14 12 1000 (2) WATER ROOM - SOFTENER DIALYSIS UNIT 1000 (2) 12 15 15fi 1 16 12 1000 (2) WATER ROOM - RECEPTACLE DIALYSIS UNIT 1000 (2) 12 17 15j1 18 12 1000 (2) WATER R00!a - COtJC>?JTRATE DIALYSIS UNIT _ 1000 (2) 12 19 20 12 LOGO (2) WATER RWJ - BICARB DIALYSIS UNIT 1000 (2)' 12 21 15/1 15/1 22 12 1000 (2) WATER ROOM - RECEPTACLE DIALYSIS !UNIT 1000 (2) 12 23 15/1 15 i 24 12 1000 (2) SYSTEMS ROOM (IG) _ ! NI DIALYSIS UNIT r iC00 2 12 25 1 1 5 15 1 2 6 12 r 500 2 SYSTEMS ROCS d-TV. I� ( ) DIALYSIS UNIT 1000 (2) 12 27 15/1 f 15 1 28 12 500 (2) SYSTEMS ROCOM - PHG'IE (IG) _ DIALYSIS UNIT 1000 (2) !2 29 15/1 f 15 1 30 12 500 (2) SYSTEMS ROOM - SECURITY (IG) _ DIALYSS UNIT _ 1000 (2) 12 31 15/1 15/1 32 12 1000 (2) DIALYSIS UNIT PRE ALARM CONTROL PANEL 500 (2) 12 33 15/1 15/1 34 12 1000 (2) DIALYSIS UNIT EMERT0 CALL 500 (2) 12 35 15/1 15 1 36 12 1000 (2) DIALYSIS UNIT DIALYSIS UNIT 1000 (2) 12 37 15/1 15 1 38 12 1000 (2) DIALYSIS UNIT DIALYSIS UNIT 1 1000 (2) 12 39 _ 15/1 40 12 788 (1) D)ERGENCY LIGHTING _ IDIALYSIS UNIT 1000 (2) 12 41 15j� 15/1 42 12 ,000 (2) DIALYSIS UNIT -T CONNECTED LOAD CA = 18.172 kwatts IT91 _ CONN. LOAD (KW) DEMAND FACTOR (PER NEC) DEMAND LOAD (KW) NOTES : C$ 17.545kwatts , I� t1l JGHIi�I.� 01.70 L_5 L 02.13 A C A 1 S r 1) ALL CIRCUIT BREAKERS r,JD LOAD CENTER .,HELL CC = 17.757 kwatts (2) RECEPTACLE T OTHER 51.77 1.00 51.77 BE RATED FOP, A MAXIMUM INTERRUPTING CAPACITY TOTAL CONNECTED LOAD = 53.474 kwatts (3) KITCHEII EOU PMENT N/A 1.00 N/A FOR 22,000 A.I.C., SERIES RAVING MAY BE USED, (4) H.V.A_C. NIA L00 N/A PROVDE APPROPRIATE LABELING OF LOAD CENTER (5) CONT. MOTOR N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. (6)INTER. MOTOR N/A 0.85 N/A 2)LOAD CENTER AND BREAKERS BY B.S. TOTAL DEMAND LOAD = 53.90 kw / 203 j 1.73 = 150 AMPS SIGN LIGHTING EXTERIOR LIGHTING SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE NOTE : ALL PANELS TO HAVE ISOLATED GROUND BARS. PROVIDE GROUND FAULT BREAKERS AS INDICATED ON PLANS. EQUIPMENT SCHEDULE^ SUPPLIED BY_ ELECTRICAL 1= INSTALLED e`1 K` `( DESCRIPTION - Q-Ty. S i I - SO. "D" I -LINE PANELBOARD, 800 AMP MAIN LUG ONLY I B.S. B.S. INTERIOR ASSEMBLY - HCM1448-8 TRIM V41H DOOR - H0,148TSD BOX - HC.3248B EQUIP. GRD. KIT - PK32DGTA-L SOLID NEUTRAL ASSEMBLY - HC85N 2 SQUARE "D" No. SDSA3650, SECONDARY SURGE ARRESTER. -- 1 - B.S. B.S. AND Vr1RED iNTERNALY. ! H3MOUNTED SO. "D" LOAD CENTER, 225 AMP MAIN LUG, 42 POLE 1 B.S. B.S. BOX & INTERIOR - Q0342L225G COVER PA - TH DOOR QOG T2U r � I EQUIP. GRD. BAR KiT - FACTORY INCLUDED ISOLATED GRD. BAR KIT - PKGTAB & PK27GT.A-- 4 i SQ. "D" LOAD CENTER, 225 AMP MAIN LUG, 42 POLE IB.S. B.S. BOX & INTERIOR - QO342L225G 1 COVER VrTTH DOOR - QOC42US I EQUIP. GRD. BAR KIT - FACTORY INCLUDED ISOLATED GRD. BAR KIT - PKGTAB & PK27GTA-L -- -- --_, 5 SC. "D" LOAD CENTER 225 AMP MAIN LUG 42 POLE U 1 B.S. B.S. BOX & INTERIOR - Q0342L225G COVER VIITH DOOR - QOC42US r 1 - INCLUDED {P RD. BAR KIT FACTORY 1T�_JD_D EQUIP. ISOLATED GRD. BAR KIT - PKGTAB & PK27GTA-L 6 SQUARE "D" NEMA I ENCLOSED ELECTRICALLY HELD 30 AMP 1 B.S. B.S. 10 PCLE CONTACTOR NO. 89031-0100OV02, 120V CONTROL, W/ No. 9001KS49FB215, 3 POSITiON SELECTOR SIMTCH IN COVER 7 RIGID METALLIC (1) 3 1/2"0 CONDUIT V(ITH FOUR No, 700 I 1 2 G.C. G.C. [RIGID METALLIC (1) 2 1/2"0 CONDUIT WiTH FOUR No. 4/0 I B G.C. C.C. - 4 -# 250 CU THVrTi WITH � 2 GROUND & n 2 ISOLATED GRD. IN 2 1/2" R.M.C. 8-4 12 CU THWN iN 1" R.C.M. PANEL "B" MLO TIME fill CLOCK L iGHT'ING CONTACTOR TO HOT VIATER CIRCULATING PUMP 4-n 12 CU THWN IN 1/2" R.C.M. CIRCULATING PUMP SCHEMATIC SCALE: N.T.S. EMERCENCY UNIT No. 4 STOP RM BOARD 1 • • 2 _ EMERGENCY 30 • 4 l .1 WHHITE I STOP • 2 .1 ( , _ 6 1 YELLO_ �, D 13• •4' �r GREEN lU - BLACK 5 h ) j J REMOVE t1 BLUE 1 --- FACTORY I OR'It IGE 12 RED I �- REMOVEz1 o INSTALLED©` JUMPER 14 m FACTORY - C z, 0 G C W C INSTALLED 1 E CROSSOVER TAPS o IN H.V.A.C. UNIT m mlQD r s c:,� m' l JUMPER --- - t I (FIELD WORK) - - 1- - '- --- � I CROSSO`�R TAPS ---- - #14 THHN- - - -10 IN H.V.A.C. UNIT -- -- - - - -- --- -- - - 'HELD WORK) r 1/2" METAL FLEX - - - 4'J-BOX TO H.V.A.C. UNIT No. 4 ABOVE CEILING (MODULE LINE) 4" x 4' J-BOX I ABOVE CEILING I (MODULE LINE) t5 3 14 2 9 to 54*15 _-� - SMOKE DETECTOR Y -- UNIT 3 O ©� C 1 ( BLACK--- RED - / \� BLUE MULTi-SIGNAL 8 { VrNITE TEST STATON GREEN ORANGE 8 CONDUCTOR _---' (YELLOW TAPE) C � 4A ZW o�o� THERMOSTAT m i I UNIT 4 j I � 1 j 14 , RED �1Z-ORANGE � 11 I BLUE t0 . -_.BLACK 0 GREEN YELLOW J� 7 VrNITE CONDUCTOR BEEN TAPE) I - -- -_--- YELLOW 5 CONDUCTOR I BLUE (RED TAPE) ( WHITE I UNIT No. 4 1 RED NSTALL JJMPER -- -- -- -- 15 3 14 2 11 a 19 ) 19 10 6A~15 1 _) PvEi`,'C.. APPROVAL SMOKE DETECTOR - 1 -- -- - ,e.._ Prints a ,.,11 I ct t1 Flo, da r, anula t_r _ i S � UNIT 4 JM�-,= w ¢ A t of 1919 Con. !ru.ts Cces and adhere to the foi ngJUMPER m ' Xt --- , BLACK � ' Const. Type i RE} OE I BLUE --- ' r11rt.o:3noy No. 1 MULD-SIGNAL VrNITE OT Floors ---- - - - ---- TEST STATION a j GREEN _ a I ORANGE - _� Ind vdocity 1 S(} l 1 8 CONDUCTOR Fire Rating oT 0 ------- (PURPLE TAPE) Ext. V'ai!s F1aor Load 0 Approval Date 01/2tif 05 ---- P:Si flodLSiBf Di Si0il 3- 6 CU iHWN AND 1-�11 GROUND! IN 3/4" R.M.C. CIRCUIT BREAKER DISCONNE FOR H.V.A.C. UNIT PANEL "MDP" 800A/3P MAIN LUGS ONLY MAX. SIX (6) SVr1TCHES PANEL "A" F�,,Lo " MLO 4 -n i CU TT1WiJ - WiTH n 6 GROUND & # 6 ISOLATED GRD. IN 2 1/2" R.M.C. SERVICE ENTRANCE CONDUCTORS 2-SETS OF 4-fi 700 kanii CU THW`N IN 3 1/2" R.M.C. m 0 w is � z 0 r---t 0 J � =) CT W m Cn LLJ -1 W E..4 Q o 0 = O rJ ell T__ CD C" Q W Q 1--4 N W Q O A-L Q U Ci Cn Q O `J 4 -n 4/0 CU THWSJ V(/ n 2 GROUND w L_L_1 AND 2 ISOLATED GROUND IN 2 112" R.M.C. --I Lj_J TO AND FRO61 OPTIONAL SITE GENERATOR T/ i V t' T- X u !� Z o GROUNDING ELECTRODE CONDUCTOR 0 F--1 1- R 3/0 CU, CONNECT TO r,tETAL Q FRAME OF BUILDING, METAL dNDER- GROUND 'ILATER PIPE AND DR1`7EN ROD PER NEC ARTICLE 250. ONE LINE DiAGRAM (WITH OPTIONAL GENERATOR) r SCALE: N.T.S. o o r~ Vi „) 00 r� 0 r U pry 3J � d- z o r, In r` 0 i 1 ~_ 2 1/2" \� \ o " of LIGHTING �\ 2 1/2- g 1 ; 2 1/2" -- cn CONTACTOR - TC PANEL Q t SELECTOR Q tPANEL PANEL S4"rTTCH 21/2, »A„ H LMAIN UGS S/N 6. 3' r},. ! ELEVATION B SCALE: 1/2" = 1'-0" E-1 DENOTES WORK TO BE DONE IN THE RELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR RONALD L. BOL DEN, P.E LICE No. 19261 MODEL No. 77111 DS900 FILE NAME D9204_M DRAVIN BY DATE G. MALCOM 12-22-04 CHECKED BY DATE SCALE REV. DATE 1 /4„ i , O„ DRWG. No. E-4 SHEET OF 25 35 3 3 3 3 3 3 3 3 3 I-- - ---- ---�------ `- 7, �„ 2 PLUMBING FIXTURE SCHEDULE _ - '�PPI_I E �' --�-}_j ---- - - jr I I � I - It`l�ra��t� e�r B 4" TO SANITARY SE)I0 BY G.C. I 3" TO SANITARY � SEII'iER BY G.C. KEY ------_. --- - DE�CRIPTI�f~ 3 __ _ _ _ _ WATER CLOSET - KOHLER No. K-3427, V,'HITE VITREOUS � _ rT'(. 3 - - B.S. I _ B.S. t A ->E I I I I >, G.C. CONNECTION- ( 4" C.O. BY G.C. �� 1 1/2 J � CHINA, 1.5 GALLON FLUSH, S!PHOr! JET SYSTEM, RIGHT HANG RUSH CONTROL 1""1TH LUSTRA No. 4670-C OPEN FRONT SEA f17 BELOW BUILDING I � 3" C.Q. BY G.C. 3 - DRAIN DRAIN i ` DRAIN 1 I �; Al '/2" AFF TO R1P,11 _- _ -- WATER CLOSET - KOHLER No. K--3427, WHITE VITREOUS � _ 2 I ___ B.S. B.S.'-- . t 1/2" VTR ---__:_ ---.._ .•-_. _ ' _--- BOX , T:-::-::� I -- _... .1 i :.1. ] 2 ! ( I CHINA, 1.5 GALLON FLL!SH, SIPHON IET SYSTEM, LEFT HAND _ ' : \ - ,' - - - - -- r l i t't ! Ar F Fl . �P R ,L 1!r? USTRA P10 ,o70-C OPEN FRONT T SE^i JS I t j ! . _ 1.O .- .. _ r .. :: .. r: .: ! I ifE t : f r' � (17 ]i2 A rr TO IM I - I , .:_.... - .., --- _;CL - .: I -- - =' I ---- -----.- ...- ... .._- - ' C.O. BY G.C. - ........ .......... -• - ._:- :.......r ._ .. „ : ; /� ..._. _ . . .. .: . - - : -- __I - ! B Tll�,IITREOUS S rF , i ( Y N K- 7 9 Vr!II NrER CHE A AK LA�AT�R o t 2 E _. _ CHfrtA, i i n lc" 1/. D), 4° t AJ _T rPIT RJ,�.. 7 ' B.S. B.S. I v ! r . I,. r-- /-� t 2" _4" TO SANITARY `�/ •_ : �. . : .. :: 3" BY G.C. __. _.....--.__. - . _ . IJ , , - . V,ITH 1 1 4" GRID DRAIN, & KOHLER No. K-15592-P-CP, % I j : : :: :: - . .: :: -. -- -.- _ _--- ._ .- _ - ..-_ - �E1,ER BY G.C. ,D .. _ .. ._ _... - _ ... _.. _ _ ._ - . - ' - _._ . 3 FS - _._. 3 FD i I CORALAIJ SINGLE LEVER FAUCET I -- - - - - -- -- -- - - ~ I 1 TP ` : : : _ - - •s- - :------------ z. ! - .. z! . - - _ : I TP J i -- ..; ...... _...; _ ....: - ; .... ._ _ ... / j 1 ... ...--- _ --- - - _ ._ ..... _..- - - 3' B] TP, F I KOHLER CHESAPEAKE LAJAsORf No. K-17�9, WHITE V9TR_OJS " CHINA, (20'W x 18 1/ 4 D), 4 FAUCET CENTERS, VAI'H I I%4 3 _B.S. B.S.I � i 01 :_ : ............: 2 o 3 TRIG DR OHLE Cry . r' !N, & 'r; R ria. K-15592--P-CP, .TONAL Ic A I ........ ..... ..... _ ..___.. .. _. ....-. __ ._.-- _ I I � ' -.. - -' SNK ^ G.C. CONNECTION I I -. , I : 1 1 2' T -- ((/V,1TH EYE ` .f.. .. BELOii BUILDIriG n :::... .._:--__-: I l--__ :::__:- _ C SIriGLt EVER FA!JCET V,/ TATdPERPR00F SJPFLY STOr J. - HAND SINK - JUST No. SL-2117-A-GR, (21" x 17") SINGLE COMPARTMENT 18 CA. STAINLESS STEEL, V,11H (1) ZURN 3 ! B.S. I B.S. ! ! :.....: .... =- - --- . • -- --.. ..:: :::..._ :,;-. ! - - MASH . - : _ ,.,- -.., 1 i i -GOOSEN FAUC WTH IRIS. t 1r1 83 o K iLESS _ .. I I': I : _ - _ _ - _ -- _ _ - _ _ - --- - --- - - _ i % 2 V --_----------------_----� ----�- I - .. .. _ _ _ :�__ _ - -I : - --- - -- - - - - - - - ----------- --- --- - - -> - - ---.: ;__ T 1 ]/2" VTR I HANDLES, AERATOR{ WITH END TRIM, (1) ZURN No. I Z-8740, STRAINER V TH 1 ]/2" TAIL PIECE, (1) ZURPi No. ! ! 1 I ,, _...-.._..: ; :: %I J' 4" C.O. BY G.C. -: j; - ., - - -- ! r . --• :: :.. �. 1 4 TO SANITARY :.- ::_- - ,'::.. f �.C. C NN CTi N - `. i - :::::::::::: 0 E 0 40'-? lf2` .! f--- `t---___ SEM-R BY G.C. __ _ _ - , ..- .: �) 1 -.) r- BELOW BUILDING � \ � / ) I 1 `" ^» _______4.{� • \ s, f n n i t 4° TO SANITARY ( ! iEC TIOI i -, `�. - 02- 1/2' i A -IRA, ,IITr Z 87 1 SE{ SI BRASS P { r n! I PLUG I i' . r - ^-! ,LEAI,OJT PL_G AND tl) PAIR ZJRri NO. Zr 882Z 1n, , , , A r STOP SI,PPLIES 111TH hNEELHA!iGLE �TOr _-- - o --- Cl --------- - - ----- ND SI" 1 ( ? ) ` "'GLEI HA NK - JI T N.. SL-2 17-A-CR, 21" 7„ SIN C063PAr;TP,1cNT 18 GA. STAINLESS .,TEFL, KITH (1) 7_URN ' � B.S. � B.S.O I t ?• 4,ER BY G.C. ! ......... _ .:; -- 1 -I.. - -J 1 : * : - LOW BUILDING Nf I-- I - f _ /%" 1_ L-am- E.O. BY G..- fir/ TP 3 BE r" , %I\�' - - 3V`_ - , . I ,^, . �- 1 1/2' V 'L+--± » : ►- I -v- - _ Z I - »o ?, -, i-------- -= I 1 1/� V :--_ _� 1 1/2 SINK ] 1/2 VTR i 3 I � - -- Icl- - `-�, - " I �� t I No. Z-831-B6, GOOSENECK FAUCET WITH 6"','+R!ST CONTROLLIJ HANDLES, LESS AERATOR WITH END TRIM, �1 ZURPi No. A ) �i z_ is ..._ 9'-10 T 1/2 V o; T T/2, 3" 2" I--' I._... V BB ! CD I .. I 3" BY G.C. , 3" MS . .:- .. `'- \ i ! 7_-8740, STRAINER I,1TN ? ]/2" TAIL. PIECE, (1) ZURri No. ! �C (' + r1 _ _ = . - _ _! 11 ! ::. .: <;, j -._. .O:INFrTi0r1 --- { 1 1/2" SINK 1 1/2" SINK --_ _ * _ r R �I Z-8702-9, 1 1/2" JEP,I!-CAST B A�� P-IRA, 1,1!tl i �� -------- ...... ------- ... ......... .. 3 1 2" -' O FS ` I BELOVi BUILDING _-.-- _ 1 / V 1 f VTR _. - i I -.._ :-=- - ' : -- "r�F TF' ! f ?0-11 3'4' TP ) � ` _ :LEANQUT PLUG AND (1) PAIR ZURN No ZH-8872 LR SUPPLIES KITH IIHEELHANDLE STOP AND (1) BRADLEY Z _ - _. ... / . - 1 ] I V - ,.1. ' FS , :. : ::= ::' :: :: : _ 9'-i0" 1 1/2" � ( ... r:Q ... - [--; >. --t SINK \BB .. ., .. I.. I / .. . - .. - .. . _.-..::_ I - -F -------------------- ----B.S.V _ - - - _ . - ' - -- - - - _ . _ I I _ :: - ..:.. - --- - _ _ - - - - - - -- - -' . -- - - •- _ - - -- - - - - . - - _: _ _.__ -- - - - - - - ---- - - -- T I :: :: :: :; ! G.C. CONNECTION r G.C. CONNECTION r ! :; IF�il �D -' ( FAUC T MO!JNs EYE V SH Y;ITH DI'VERTER I No S19 2OJB �C E -- - ------ - --- - -- - - 1n / '-7117-B-GR 21" x 17"' SINGLE HAND JIr,K JUST r . VSL- - ( J r T r r• �;-F L, n, 7 �I STAINLESS 111III (1) ----- ° 4 I E -- B.S.B f r3J L W . 11, ,. ! -. - _ ,..._,: ' . :' : � . - --- • _ -- :--.....---•---.-=:_.: : ' • '-' .... _ � :: - _-_ OW:B ILDING .. d B_tOii BUILDING I . - . : - - - - - - - - ♦ - - a- -- --------- 1......' (S EE �- - 2' 0 3/4„- T .,1__L, _URN 70P6y0R-ADM-CP8GGOOSENECK' FAiJCET VIITH OPTiMIX r ! i VD - I :_-:.._. - 2"- I s „ : I .-- . �„ -- I - <- 13'-D - 33'-! ? 4" FS � •. 1 TEP,{PERATURc COriTROL'dAt}�, SEh1JOR, SP01Ji, 24 VOLT tJD 1'-9" 2'-4 3'-6' % _ ., 1 4" , / ._ , _._.., - -I I- rt-� ,.� r-�.___ .. __ . ...... .' _ 4" C.O. �� ! i 1 1/2 ; J - . , VI/ ' r r 3 4" TO SANITARY ( c? I Q I 9 i I ,.C. COIi,iECi1ON 2 BY G.C. PLUG-IN TRANSFORMER AND DOUBLE SOLENOIDS, WS AERATOR WITH END TRIM, (1) Z-8740, STRAINER V;1TH i 112" I t1 ►-+ W Q F- ! .. �.---_�] . _ .. -_.. I� 3 .� SEWER BY G.C. c; I 61 - ..... I I r }- 3" BELOW' BUILDING..,... - ! . z z I - -__ '' T� (� 1' TAIL PIECE, (1) ZURN No. Z-8702-9, 1 1/2" SEMI-CAJI BRASS P-TRAP ',1TH CLEANOUT PLUG A,ND PAIR ZURN? - 0 Z ! - - -- --k �, ;..V = ' .....1 2" ~ I �. J ! _., _ .. FS 1 -1;', 1 1�2 3 � I (1) Nc 1H-8822 i R, SUPPI fES I49TN VrHEELHANII STOG W ' Z E P,40P SIP1K - ' x 24" -- FIAT MODEL No. MSB-2424 'liim { T AND COLD WATER FAUCET (V"iTN VACUUM BREAKER ) 2 ' B.S. ! B.S. I 1 1/2 VTR ; :: I SiNK2r' „ x Ma . = = - :; _ _._ . = = . U EE G.C. CONNECTION l TP F_ 1 2 t 3 ESE, 4" C.O. BY G.C. 31 I z 1/2 ! �* �� ( I I TQ.. - ._..-------- -- - - __ /------------- - - ; �,,7.... - I- a � Q :, . „ . ;. .. ; : :: I : n" BELOW BUILDING .i �I, : :r} J . : :. . . 1P, 1 1/2" V T t -- - -- -� W- � I - � 1. -e- �► - --�--j ::il W TP '1: :. ,. 7 : : �-- ; : : I / 3" 3" U E. _ _ ,,, 1 _, ! :i i „ � : - L. _ 2. :::..._ . .. - : :. : : : 2" _ i �_ .- 4 SAN. R f _ ", A No 830-An, 3" TRAP AND DRAIN, No. 83t-AA, hOSE AND n n_ s HOSE BRACKET Rio. 88y CC MOP HANGER AND 11o. E-I/ ! I i !- ►--� Cn I _ . •. .:_.:: .•-::-::: -- Al B1;-� rn , . ; _-- - . _ __._...,._ .... _ _.._.. .. _.. . ..:.. ........ _, } i %2 ' V - _ �� _ }�"3 �.:.,: '.LiJ - - : , :: :.:...... Il!l o o ;: 4„ TO SANITARY - SEI,En BY G.C. : -' - = B1 3 FG i _� .. :: :: :' = * i UIY •I i )_ SEY,ER BY G.C_ 4=�'�-----' - I' ! kN f1 BJP,iPERGCARD. -------- -- ! '- ---{ d I 0""r P- :.. : �� B. :: _ .. 3 4"J .(y' TP - _ _ �_ :: - --- - - �' - - - -t - � �-----------_ - - -- - --- - - " " r .. � W/ TP t -- t_-- 1 i/2" SINK i 1/2 SINK : 7 i .i ' ;: F '• 3" 3,. s� 1 1/2<.- 3E W _T Ai A 1=�-1-2(- j t) ; TFR - HFF?,1 °ADVAPi TA,G PLUS" No. Hrl i9-199 r� T 1 B S B S. ' W Q = ; - -----------------------'---------._..__., .. ..-----_.-----..--------- _ --_:.V- :. : I :- <: . - --_ .... -: _ ... .. ....... . ..: :: - -: - - o` Y- � o ` / .. :Q �U EE� ••. ! : _. :. :: ::_ ..._..._ S!N SIN „ .. -: = ; : I " „ . K _. ,, "-° C.O. BY G.C. I „-----•... _... .. .. *. . 6 ....... ,1. -`' t=-__--:.- i _.. __ ` 1, ' 4 c.0. B I G.C.--\ � : - 3 iC C 3 -1; i /' ..... :: I I I I !'^`� 1 INP! APi 119 GA-_ N, �n� (199,000 t�t�h J) D ti! r _ l 3„ CONCENTRIC l .1T KIT No. �P 12161 {) v--- - ---- I --- kBr - A-, `'1 : _ I i ! T1 BBB:: :: ( I I : . .. . .. �.. .. _�. I - --- s- -s - - - :: :: :: . . :: - t i .. - - ii [ �" : •.._...... , ,...._ - I?' 12 3i ' 111° ,' -_ - ! -_' - G - ____-___ _ ___------_-. - I r !, , I EXPAri SI01, sAP,f - IIATTS rin. DET-25 1t1TH IQ GAL, ir,Pl < ' ] .a n B.S. -j 1 O" - i v - _ -I ! _.... _ - :: - . :...... - _ I i }---- --- - -- {- -t--j - J - ---- - - �- - --; ' I 1 �_� I T1 88 3' W FTp + 1 1 /2° V ! j i 3„ VTR - a t -- -n : ��- , E 15 D!A •t 17 H 3i8' - ' /2 - -- --- - - -- -- - p <C 01 1:1 .. z ! G C. CONNECTION __ " - 3 FS _ s (_-/ I 4" C.O. BY G.C.LLJ " 1 . SINK )._,i BELOW BUILDING Vi' TP 7Oir ON _ I / ErT] ] ; � _ _-._..._-: G.C. CONNECTION A , I * CD ; BELOW BUILDING 1-` c� o 1 ! i I H --- I RATER HAhi„{ER ARRE�iFR P.P.P. INC. No. SC-JOQ ----------------- - -- 1 HOSE BIBB - SMITH No. 5509QI-6 FREEZE PROOF B0� I 13 -- -- 3 B.. r B.S. � I B.. -- B.S. . w _ �, --4 I `- i �` I i BELOW BUILDING 4" TO SANITARY � ! 1 C-5 1/ 2 I I HYDRANT ,MIH LOCKING COV R, BRONZE CHROME PLATED � I 1 /�" �f ! i r-' , - ' I SEWER BY G.C. ! _ _ ? - } / i 1 VTR ` 1 6 7 1/ J I _..------ ---r --- 4 FACE, "T ' HANDLE AND VACUUM BREAKER - -- - I - ---- - !- 1 IZ4 x r - - f -s -ti► - - . --.------ - . I .. ---- -- - ... _ . :: .., . If. _ _ .... .. 1.3 1. J ! OPEN , � !- O - .. _ ;: ' 1: _ 1 : :� �- _ . _ _ 3 „{o -- _ __ --_-_ _- i' -- - - - - - - - ----- -------- - - - - - - -- - : - - „ :: :: :' i 4 ( 1 1 2" V -- `' --- -� : : '• .. - :. :. : 11 I T BB v. h. HOT 1rATER CIR .LLAilri, , UP„I GRUNDrO� ho. JI ! 4>_r, li BRONZE BOD && FLANGED CONNECTIONS. &Rio. F519755, 3 4 BRONZE ISOLATION FLANGE SEi r,ITN hUTOrr �. 1 - B.S. - I B.S. Q _: - ? .. _ 1 _r. _. ) ! * :: :..... _.... n __, --- --- -:.. - .. _ .. : - .' t =::* ,� T I 1 T------------- __ I 3 FS_...._! ! -6 ' - BB 1 1 72 V r. __ 1._ L . ! 4 _.-_ _ . f..... ; . 2 - ---�-- ---- _ �/% 1 P * 1 3 FD ;, : r » ,Ii :...+ : ERECTOR IS TO INSTALL TI1I NTY (20) --�►- - -f -- - s- -- - Q ! C-1110 BY G.C.-:4 3" W TP P-TRAPS BELOW FLOOR BEFORE \- i i c� I o ! ,• I i / l _.: } _.1..2 / 1 , 2„ J - _ / / , / -__ __: ] 1/2' SINK 1 1/2 VTR :. ! SETTING BUILDING ON FOUNDATION. 1 1/2" 2 112' t z I /�� __. `'.-..... 1-6:.- i 4 TO SAN TAR Z,,�l / f - f 3„ \ 3 2„ 1 1/2° V : r SEP,ER BY IG.C.Y o I G.C. CONNECTION � o ' L - M F N � TEMPERING VALVE - F.P.P. INC. Rio. TRB-2, ROUGH BRASS (M•AX!NUP1 TEP{PERATURE 12O'T �(� } DUAL CHECK Vr` PREVENTER - WATTS No. 7 BAvKFLO ----._.- - -_ rr 0 EN 8 1 8 ! - -� I ! B.S. r - 4 B.S. I I S. 6 3 B.S.I j , 0 1 Q, r` -D ri Ln „ o A r+ / : 1 , 2" SiNK 1 1 2" SINK B D! iG ,.. f r TO Sf,N! I nR'(- I / -- / ELOVi BOIL P-t ,_ ._... _.__. ....... . ...... . . ..__ ._ ..._ ..., . . _.._ .... _ .. �• ... .. ._ - I SE', ER BY G.C. i .., _.. - �� "'CIO r r r, i ,, _ .. '. _._ ... - ' 4 C.O. BY G.C. �I .. .. ... ._. ,. _ _... .. - t •. ! : : ; =�- - "::; _ :::::::::,...__. ...----- - - :. O OPEPi � r - - r� , P -- - --- - EPdERe NCt E'YE FACE ,iA�H - BRADIFY No. S19 ;aSEF,i --- ------ 2 B.J. B.S. _. I ... Cl11-. G.C. .O!1riE,110Pt -.�11: :: -' :: 8ELQ4Y BUILDING I _ ! - --- - - - - - - -- - -- - -- - - --------------------- -- -- _-__-- __ _ _ _ _ _ _ _ - - - - - - - - - - - - - _ - - -- T I I r , , r CO NT R P„OJNTED h1TH ANt,LE� DLn JPr(AYrr_AD nr,Ll HAND HELD HOSE SPRAY �I . ::--•::�.- ---_ =' :. :' i.,. ... ------ _- - - - -.._..:_ - _ I I .. - _ -'. _ :: ... .. _.__ -• ... - - - ----' . .,. __.. Q nr , r IFr'P� ! _ Rr` R It E , KER dQX GoriN_v l!�N r_,UY G „+ BiP,{J i I1. F r �- C0 ! I cJ 00 ' - I \ -NA ---- ---- r ----- � - -- I U) - � ' R OPE i r .- . _...- - z i I .1 1/2" U f,. AA Z ( ::SCC)INK LLI i :: .. _ _ .... _ _ J i 3„ FD �S k FLOOR Sihi ZURN No. ZN 1900-KC-P, V"1TH 4" -)RAP & DRAIN, ALUMINUM INTERNAL DOME STRAINER, BRONZE NICKEL ENAMELED 1 , B.S. B.S. 2 1.---�---- o J iCD : _ . _ ._ _ . :1 1 /2' - ... W/ TP - . --- -- _- - :: : - : -. T 1 1/2„ V i B� 3„ I T 4A • -- I FULL GRATE tl/4° SQUARE HOLES), PORCELAIN FINISH, ANDI 2" TRAP PRIMER !riL E1, ` / _ - - I - :.. r E�:SINK I1.1. __--------_-_- = A = ] 1%2" V 2" -- - _ " K r 1 1 f 2" VTR (o T r r ;, rLOOR �INn -ZURN Rio. Z-1910-KC-1-P, 'uliTi 3" TRAP ?t DRAiN, ALUMIN M INTEGRA_ DOPE STRAINER, LESS ,RAT_, 4 B.S. r B.J. = - . . .. .. .. _. _ _ _ _.. z ; V1C , , �.; : 2:: .. � -- ! _ - .-..-.-. .., --..._..I .. _ -_-. .. 1 - V�l � --- � f _�- . ! : : :' c r� T 1 -------------------------- -- ;: - I :: ----___-._------_-------------t. • .. : :. ;. r' ;. r r r :: �_ = ------ - f ( �-1 1/2' V ::___:...:== :.__::__:::-.-:: - ::::__:.== -- __._.__. ::-:::::::::_:a i " Vr = I * I � 1 1/2" V --/ VTR . - .. \"\\\, c.G. coriNEGiloPi t.�, -,� �- I c.c. co)iNECTION ► T1 U r, T I PORC_LAIN ENAMELED FINISH AND 1/2" TRA, PRIME1; I!,_EI -}-CD - - FLOOR SINK ZURN No. Z-1940 -KC 1-P, WIH 3"' TRAP &I DRAIN, ALUMINUM INTERNAL DOME STRAINER, LESS GRATE, I PORCELAIN ENAMELED FINISH AND 1 f'2" TRAP PRIMER !r,LEI ! FLOOR DRAIN - JOSAM ,To. 30003-A-50 11,TH 3`0 TRAP - 2 ! --- 7 B.S. I --- B.S.B.J.- B.S. ! -- B.J. _ _ C 91 o I ' s co � �� BELOW BUILDING ( �- 4" C.Q. BY G.C. 4" C.O. BY G.C. � I BELOW BUILDING I I,1�!APiD I i r I, ,� DRAIN, 1/2' TRAP PRIMER IN Ei AND ROUND Nlh LDY STRAINER � LIJ s- G.C. CONNECTION '� 1 I ; . 4" C.O. - __-_. BELOW BUILDING I 3 BY G-C. I U1 FLOOR DRAIN - JOSAM No..30603-A-50 INTH 3"o INTEGRAL TRAP AND DRAIN, TRAP PRIMER INLET AND ROUND NIK.ALOY 1 B.S. B.S_ 1 - 4" TO SANITARY 4" TO SANITARY I I 1 i JE,IER BY G.C.SEVrER BY G.C. ! � I I I STRAINER I ------- ---- -- ',i1Tr1 - -- B.S. --- - o --9„ 1`-<<" i' 6' ! j - - --- 4" TO SANITARY -_ V FLOOR SIrdK - ZURri No. Z-1910-KC-2-P, 3'A TRAP P 4 -)B.S. _- , __� r I SEVIER BY G.C. i i A,GENI Y A,PP;20VAL I r STRAINER, ,_ DRAIN, ALUMINUM INTERNAL DOME STRAINER, nPiTI TILTING I 1 I__. pJrtu r- I ti L,s r! r r . nuf ciu.el a�;ld .g SUPER-FLO 1/2 GRATE, PORCELAIN ENAMELED FINISH AND I = t of i_r. or.,.r., I..,t �_ d . _acre ;0 h, L r_) �; i I r �'� 1 r ] J 2" RAP PRIP,iER INLET -�---1 - --I I --� �. '- Con' . Typa _____._--___-__._--- -. _ _ 2 _ W HOSE BiBB - NIBCO No. 44-U, i/2" B.S. B.S. I d I _ _ Of r oors f o. -- i _ DRAIN, WASTE AND VENT PLAN X ----; VACUUM BREAKER - VrATTS No. 288A - 3/4' ------- - -.-------------- I ------; ; B.S. -- ! B.S. ;--- ENGINEER RAJNi T. PARIKH, P,E. /� _ 1 ti, SCALE: 3 ]0 1'-O" ,'int!'`!e!ociry __ --• "ire <atiny of f ; MIXING VALVE - L AW[ER Rio. 66-80 OR EQUAL I I ! i B.S. I B.S. 0 "cX`..;�ails -.._ __-_ -- ._. __ _-_-______---__--___-__t_ -� LIC. No. +0042260 F!oor Loatf __-_=J( _,_- -- LEGEND il�- Z - OPEN ------- -- ------ j ' --- - - MODEL No. i Approval Date O?r?ul f 1 r ALL PULL DIMENSIONS ARE TO ViG WATER CLOSET PSI t,:ouular Di `:,ia7 I AA I r rr r) r,� n-�^ TRAP PRIMER VALVE - r.r.P. INC No. PIR ,,!_+0 I + ! 4 r ( B.J. `, B.J. %7j i � r' Gf`(r�� IJJ._-1U FILE rtiareE ORIGINATE FROM THE HEEL OF WH WATER HEATER _ _--__.--- ___ __.____ _____- ---_ _-_1�---Yi D9301_M THE PERIh1ETER BASE CHANNELS HW HOT WATER BB I TRAP PRIMER VALVE u r .P.P. INC. No. PR-500 tiJH No. DU-2 DISTRIBUTION UNIT 4 D.S. B'S' DRAWN BY DATE CW COLD `"WATER VfW WARM WATER FW FILTERED WATER cc, BACKFLOW PREVENTER - WAITS No. 909 WTH 1 1/2" 1 B.S. B.S. 1 -.--__i _ __- - G. PAALCdP,i ] 2-22-04 CC �_ ---- OPEN - -_ -_- - I - -�- _ - CHECKED BY DATE PTS MOP SINK CONNECTION, No. 909AG AIR CAP FITTING AND DRAIN i DD r OrE;i SCALE 3/16„ - 1,-0„ REv. �arE HS HAND SINK - - M. FS FLOOR SINK HH BACKFLOW PREVENTER - WATTS Rio- 909, WITH 1 1/4' 1 B.S. B.S. --- I - ------------- - ------ I � _ FD FLOOR DRAIN CONNECTION, No. 909EL, 1 1/4" TENT ELBOW, AND IDY,R INDIRECT WASTE RECEPTOR No. 909AG, 1 ]/4" AIR GAP FITTING AND DRAIN. EE TRAP PRIMER VALVE - P.P.P. INC. tin. P1-500 WTH Pde. DU-3 AND No. DU-4 DISTRIBU lOri UNIT I I B.S. � I B.S. DR4Yc. No. -- FF I r -___r OPEN _ -- -! I CO CLEAN OUT DENOTES WORK TO BE DONE IN THE RELD IT "Y" STRAINER -WATTS No. S777S, CAST BRASS BODY VIlTH 1 B.S. BS. - p TP TRAP PRIMER STAINLESS STEEL SCREEN, INSTALL HORIZONTALLY IN LINE i I 1 i p LAV LAVATORY BY GENERAL CONTRACTOR - -i- --- - --- ------1 - SHEET of r VTR VENT THROUGH ROOF * 8'( P,IADISON FIELD ERECTOR cj VB VACUUM BREAKER " JOB P1,0. RAND 6 s 0 In 6 1 /2" CW CONNECTION AT STERIMED �� -- -- -- �. �...1 — — — __ — 1 — — — — — — i. ft I. __l l; T _ _ _ t {- _.... _... _ - _ --- - Yt-� T - 2 -1 Gt 1J' t B RH SF P 3 TRAP PRIMER BIBB,1 LINE TRAPPRIMER � _. -..... ..... ............. ------------ 3 C �4" W 1 1 �'' �A TRAP -� {o- - T02HAND SINKt j :. -- :_.::_ : •:--_-' TRAP PRIMER -� ) - -- - - TRAP PRIMER - PRIMER : VALVE ABOVE LINE VALVE ABOVE r r CEILING I � ��: CEILIrI,, - • i"- -- �: _ ...... . - --- - - T --: 'iTRAP PRIMER ,� t., t, � ?• r�_ ' �� •i:..:---...- -_ { : Y _ 1 2 C1f.&.RILE- - " 3 4 C1t i C11 , _ _ t + \ '.. BB IA�lE UNDER : U / / `_::..: - .:::'.-...... - : L " 0 �` 1 t�` CH �� : 1/2 CN , 1/Z �Vr + ---- TO SINK W CHECK r � / _ ......, . � � i I -TRAP r'RfhiER � G.C. CONNECTION - i VALVES AT EACH 1/2° CW --------------- ------------------------------ - - i- VALVE ABOVE - - - - - - - -- - - - - - - - ---- BELOW BUILDING TRAP PRIMER r --s -` C LINES _ \� w......... .. ----------- ! EILIt1c,�_ 1 1/`2" Cot 0 I, --- I _ 1/2" Hlr ROUTED i - - f i 1/2" HN , MIXING _ + 1 2" CW SERVICE - - I I ?': BACK TO HOT WATER ® VALVE (y - i ' --- 1/2 CW & HYt ��----------_--- - - " _: .. I �. RECIRCULATING PUMP TRAP PRIMER - I BY G.G. I L TO SINK WITH 3/4 HW '- 3/4' HPt " 3/Y C1t F „ LINE ---- 1 f 2 Cvt M I AT WATER HEATER - _.----_'�-------------------------- r VALVE --------- H4r TO TES - 2° CPt �t TEMPERING VA_rE ---- T" C11 K I' - I + - BLOCKOUT IN FLOOR—-------------------T- -- - - - ' --HOT YIATER CIRCULAl1NG 3 4 CH �? / i 1" HW f/2" CVt & HW F0-_FEE, SUPPRESSION 1/2" CW &:-HY _:::::v,,. M PUMP (SEE DETAIL ON -• -`� r T ND SINK �. _ ::. I I LINES RANISIDE`'. 3/8" C1'1 FOR 0 HA (STEM DRYrG. No. P- ) �, + 4 s , r P-4 Cr COLU"r1 TRIM ErdERGENCY -_. _ ...... 1. i i LIL IIt5Jf1 . -._ • .: - - r 1" ltit FRCii r11xlN1z : '<BS. F t ....... /2 CW & H T.... G.C. TO CONNECT AT �_� + A /2" CW & HW . TRAP PRIMER I p � TO SINK W/ CHECK , �'..... TO WATER HEATER � � ;� � � I LINES =--- _ _ _ - ' :.._.-:THIS POINT AND RUN 1 ., 1't -, t �EE 1 Tn a n Fn1liPOITNT VALVES AT EACH I - _' : 1/2 C WATER SUPPLY PLAN SCALE: 3/16" = 1'-O" NOTE: 1. ALL PULL DIMENSIONS ORIGINATE FROM THE HEEL OF THE PERIMETER BASE CHANNEL. 2. ALL EXPOSED HOT WATER PIPING iN THE WATER ROOM TO BE INSULATED WITH ARMORFLEX PIPE INSULATION. 3. ALL WATER PIPING TO BE LABELED FOR IT'S FUNCTION. 0 1/2" CW FOR FREEZE PROOF HOSE BIBB W/ VACUUM BREAKER 2" CW TO WATER HEATER, — SINKS, RESTROOMS, LOUNGE AREA AND WATER ROOM AREA BACKFLO'N PREVENTER DRAIN PIPE TO FLOOR SINK 3/4" CW TO HOSE BIBBS LABEL VALVE WHOSE BIBB SHUT-OFF" 2" CW SERVICE BY G.C. ELEVATION A SCALE: i/2" = 1'-0° P-3 \_Ll f 1/2" CW & HYl ��� �1/2" CW FOR TO SINK WITH FREEZE PROOF TfIdPERING VALVE HOSE BIBB W/ VACUUM BREAKER P-3 BOX RECESSED IN VACUUM BREAKER -------WALL PANEL RECESSED IN BOX COG CW SURFACE IN NAB L BACKFLOW PREVENTER MOUNTED TO MALL WITH "Y" STRAINER BALL VALVE - BALL VALVE II f PRESSURE "Y" STRAINER PRESSURE / GUAGE GUAGE LABEL VALVE I! "MAIN SHUT-OFF" -- ---- ( 1/2" CW 1/2" CY I WATER � CONNECTION CONNECTION ` F 1/2" CW SURFACE MOUNTED TO WALL DRAlh1 DRAIhi BOX - ---- BOX ---- f� \-- HOSE BIBB 0 ELEVATION SCALE: 1/2" = V-0" O VACUUM BREAKER RECESSED IN BOX iN WALL BOX RECESSED iN WALL PANEL 3/4" CW SUPPLY SECTION ; SCALE: 1/2" = 1' O" Pv3 MAN PLANT INSTALLATION NOTES: (B.S.) 1) B.S. SHALL FURNISH AND INSTALL ALL FIXiURES AND MATERIAL NECESSARY FOR THE COMPLETE PLUMBING SYSTEM t"11THIN THE CONFINES OF THE MODULAR BUILDING, AS SHOWN OR NOTED ON PLANS. ALL WORK SHALL BE DONE IN A NEAT AND 'IiORKMAN- 1 K E MANNER. f 2) ALI. WATERLINES BELOW THE FLOOR UP TO 3/4",4 SHALL BE TYPE 'L' SOFT DRANNN COPPER TUBING V11TH NO ,JOINTS, Iti"HERE BEHOS ARE REQUIRED A TUBING BENDER SHALL BE USED; ALL WATERLINES BELOW THE FLOOR 1"o OR GREATER SHAH BE I TYPE 'L' HARD ORAVIII COPPER TUBING WTH 7,FOUGHT COPPER OR CAST BRASS j FITTINGS. JOINTS SHALL BE PROPERLY REAMED TO FUL BORE, CLEANED, FLUXED AND SWEAT SOLD ERED USING 'LEAD FREE` FLUX AND SOLDER. z 3 ! ABOVE r BF E 'L' III 1 ALL WATERLINES ABO�_ THE FLOOR SHALL d� YFE HARD DRAtlll COPPER TUBING - I`r1 FI VrROUGHT COPPER QR CAST BRASS FITTINGS. JOINTS SHALL BE PROPERI Y REAMED TO FULL BORE, CLEANED, FLUXED AND SVIEAT SOLDERED USING 'LEAD FREE'LLJ FLUX AND SOLDER. 4) COPPER TUBING SHALL BE SUPPORTED AT EACH FIXTURE AND AT INTERVALS NOT EXCEEDING 4'-0" FOR VERTICAL PIPING AND AT INTERVALS NOT EXCEEDING 6'-0" ' FOR HORIZONTAL PIPING. 5) ALL WATIERLINES BELOW BUILDING, IN EXTERIOR WALLS, OR IN CAVITY ADJACENT TO r SHALL t t, EXTERIOR WALLS 'BE INSULATED '111TH ARl,lORFLEX PIPE INSULATION HAVING A MINIMUM WALL THICKNESS OF ONE HALF INCH. WATERLINE SHALL NOT BE INSTALLED I IN OUTSIDE WALLS UNLESS SPECiFICALL`( APPROVED BASED ON GEOGRAPHIC LOCATION OF BUILDING. 6) COPPER WATERLINE PASSING THROUGH WALLS AND FLOORS SHAL♦ BE PROTECTED AGAINST CORROSION 'i'dTH SLEEVES OF SUITABLE MATERIAL. PROPERLY SIZED ES- CUTCHEON PLATES SHALL BE INSTALLED AT POINT OF FLOOR AND WALL PENETRATIONS. 7) DRAIN, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 O.'Nl PVC, CONFORMING TO AS_11,4 D2665 & 03311, U.S. FEDERAL SPECIFICATION L-P-302-8, AND ANSI A119.1 & A119.2. ALL .JOINTS SHALL BE PROPERLY REAMED TO FULL BORE, CI CANED, PRIMED, c AND SOLVENT WELDED. DRAIN, WASTE, AND VENT PIPING SHALL BE SUPPORTED AT EACH FIXTURE AND AT BASE OF VENT STACKS. V RDCAL PIPING SHALL SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS AS TO KEEP IF IN A'JGNMENT AND TO PREVENT SAGGING. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS AS TO KEEP IT IN ALIGNMENT AND TO PREVENT SAGGING, BUT NOT LESS THAN 4'4" INTERVALS. 8) ALL FLOOR DRAINS AND HUB DRAINS SHALL NAVE PROPERLY INSTALLED TRAP PRIMING DEVICE. � z 9) r r ALL HOSE THREADED CONNECTIONS SHALL HAVE PROPERLY INSTALLED VACUUM ►-+ � f BREAKER-BACKFLO'N PREVENTER. i 10) VENT EXTENSIONS THROUGH THE ROOF SHALL BE A MINIMUM OF 3 INCHES IN DIAMETER, WHERE NECESSARY TO INCREASE THE SIZE OF THE VENT PIPE, SUCH iNCREEASE SHALL BE W m A MINIMUM OF 12 INCHES BELOW THE ROOF LINE. VENTS SHALL TERirIINATE A MINIMUM OF 12 INCHES ABOVE THE ROOF LINE, WHEN NECESSARY (DUE TO SHIPPING HEIGHT LIM- ITAFIONS) B.S. SHALL PROVIDE VENT TERMINAL EXTENSIONS TO BE INSTALLED AT JOB- 11) Si TE. B.S. SHALL PROVIDE AND SHIP WTH BUILDING ONE CAN OF PVC PRIMER AND ONE CAN Q OF PVC CEMENT OF SUFFICIENT QUANTITY TO INSTALL VENT EXTENSIONS. 12) TESTING < ROUGH --IN TESTiNG ZO DRAIN, WASTE, AND 'ANT SYSTEM SHALL BE ? SITED BY CLOSING OFF a1 I OPENINGS EX- - CEP', VENT TERMINATIONS AT ROOF LINE, FILL ALL HORIZONTAL AND VERTICAL PIPING WTH WATER AND CHECK FOR LEAKS. ANY LEAKS SHALL BE REPAIRED AND TEST Q d- REPEATED. POTABLE WATERLINES SHALL BE TESTED Vt1TH A SINGLE CHARGE OF AIR u/ AT 100psi, PRESSURE SHALL HOLD FOR A PERIOD OF THIRTY MJNU ES ""IFHOUT ANY LOSS. FINAL TEST OF WATER SUPPLY SYSTEM � N AFTER FIXTURES ARE SET, WATER PIPING SHALL BE TESTED Vi1TH A SINGLE CHARGE OF W CL AIR AT 50psi, PRESSURE SHAM HOLD FOR A PERIOD OF THIRTY MINUTES YITHOUT ANY Q LOSS. U� � Q I � f � Q o JOBSITE INSTALLATION NOTES - (B.S. ERECTOR) W � 1) AFTER SETTING BUILDING ON FOUNDATION, B.S. ERECTOR SHALL LOCATE AND INSTALL VENT EXTENSIONS ABOVE ROOF LINE, (VENT EXTENSIONS, PVC PRIMER, AND CEMENT ARE T- SHIPPED WITH BUILDING). JOINTS ARE TO BE CLEANED, PRIMED, AND SOLVENT VIEL DED. � X JOBSLTE INSTALLATION NOTES - (GENERAL CONTRACTOR) J 1) GENERAL CONTRACTOR SHAL! OBTA.Iri ALL REQUIRED INSTALLATION PERhdfTS rTt01,i LOCATE c Q a o AUTHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECT11ONS, 2) GENERAL CONTRACTOR SHALL PERFORM 'REQUIRED' ON SITE TESTING OF PLUMBING SYS- TEtd AND SHALL INCLUDE THE COST OF ESIINO IN HIS BID. IN THE EVENT LEAKS ARE DETECTED B.S. SHALL BE NOTIFIED FOR CORRECTION OF LEAKS. 3) G.C. SHALL FURNISH AND INSTALL ALL P-TRAPS UNDER BUILDING. 4) G.0 SHALL FURNISH AND INSTALL ALL HORIZONATL PIPING UNDER BUILDING EXCEPT AS NOTED ON DRAIhINGS. o� 5) GENERAL CONTRACTOR SHALL CONNECT BUILDING DRAiN TO BUILDING SETTER, BUILDING 0 DRAIN S) FUBS ARE LOCATED ON PLUMBING PL4 �' 6) GENERAL CONTRACTOR SHAL! CONNECT BUILDING 'NATER SUPPLY TO POTABLE "PATER x; SUPPLY SYSTEM, BUILDING WATER SUPPLY STUB IS LOCATED ON PLUMBING PLAN. r r' 7) GENERAL CONTRACTOR SHALL FURNISH AND INSTALL. WATER METER, POTABLE WATER SUP- o PLY PROTECTION, PRESSURE REDUCING VALVE, AND THERMAL EXPANSION VALVE, V�HEN REQUIRED BY LOCAL CODES AND/OR CONDITIONS. 8) GENERAL CONTRACTOR SHALL MAKE FiNAL CONNECTIONS OF WATER SUPPLY LINES THAT CROSS MODULE LINE, CONNECTIONS ARE LOCATED ON PLUMBING PLAN. 9) GENERAL CONTRACTOR SHALL INSURE THAT WATER HEATER IS COMPLETELY FILLED h1TH WATER BEFORE POti'rER TO WATER HEATER IS TURNED ON. m 10) GENERAL CONTRACTOR SHALL ADJUST SETTING ON MIXING VALVE TO TFliPERATURE COMPLYING WTH REQUIREMENTS OF LOCAL JURISDICTION. 11) GENERAL CONTRACTOR TO FOLLOW THE FOLLOY11hIG INSTRUCTIONS FOP: INITIAL START UP o AND AFTER SERVICING THE WILKINS No. 975XLUS BACKFLOW PREVENTER: a.) THE DO'r+NSTREAM SHUT-OFF SHOULD BE CLOSED. b.) SLOWLY OPEN UPSTREAM SHUT-OFF AND ALLOW THE BACKFLO'N PREVENTER TO FILL SLO'&Y. r.) BLEED AIR AT EACH TEST COCK. d_) VIHLN BA.CKH OW PREVENTER iS FILLED, SLO`I1EY OPEN THE DOWISTREAfd ?_ SHUT-OFF AND FILE THE WATER SUPPLY SYSTETrl. NOTE: THIS PROCEDURE IS NECESSARY TO AVOID DISLODGING "0' RINGS OR CAUSING DAMAGE TO INTERNAL COMPONENTS. ( c i m SPRINKLER SYSTEM INSTALLATION NOTES: (SPRINKLER CONTRACTOR) 1) SPRINKLER SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL A SAC'KFLO'tt - PREVENTER FOR SPRINKLER SYSTTD.I. 2) SPRINKLER HEADS IN WATER ROOM AND PROCESSING ROOM TO HAVE NON -CORROSIVE. HEADS. 3) SPRINKLER, SYSTEM TO BE SUPPLIED 1411}i SIX (6) REPLACEML I HEADS, A HEAD V4;ENCH AND A HYDRALIC CALCULATION PLACARD. i r,:'^.t ni ,'i�•_ t_ ENGINEER !_ Act ct •_ ;:._.:,._..... _oue: _,:;i .,.;e _ . i e ioi:o..ia:, I RANI T. PARIKH, P.E. I LIC. No. 0042260 �e i MODEL No. 77111 DSg00 — FIIIC't:Ii�'iC ii0. S FILE NAME D9 30 JA :cftatill .! DRAWN BY DATE G. MALCOlM 12-22-04 CHECKED BY DATE I 1'aI h)ii.'.lUl3!` 1 1'SiOi SCALEREV. DATE ------- 3/16" ---------------- - DRWG. No. DENOTES WORK TO BE DONE IN THE HELD P-3 BY GENERAL CONTRACTOR SHEET OF BY MADiSON FIELD ERECTOR 28 35 jOB No. HAND III mammomff - - —_--_--_--_—_----_--_— ------------- _ I- (I'I r, I, �I rI I �Ir rl rl i I -- - - - - - - 1 1 BICARB SUPPLY PIPING -\4 ' I{ PRIMARY CONCENTRATE ' (; T SUPPLY PIPING R.O. SUPPLY PIPING (III �- SECONDARY CONCENTRA SUPPLY PIPING I 1 II ' �i - !T PRIMARY . -------------- — — — — — — — — — — — — -- III ------ ---------- --- -- — E- ----------------------------------------------------------------------------------------------- - : --- ------ --- ----------------------------F= I; I ------- -.._-.. _ Irl— R.O. SUPPLY I ( _..i.. .-- ; . ;. -- ..._ I R.O. RETURN- - I I --..:P PING � 1 : BICARB SUPPLY S STAi10Pl STATION TATION : STATION ...: ; STATION I I I I 1 ;I '; BICARB .RETURNN N l+0 8 - la. 9 Ilo 1Q Jo. }1 : :Pro. 12 _ I I :: - -: - - --- . _..... PIP( GSECO DARYi I I PIPING Ic I (IIIT !. I; � IFI .: r o -._ 1— -- _ (` - .. -__ ... ._ r- �; I I , f;l-- ..... .._ __---- PRIMARY CONCENTRATE IjI!I STATION (STATION::—STATION: _STA110N: �IRETURN PIPING Na. 17 No. 16 _ No. 15 No. 14 No. 13 ,� - - I, (I :.. I, SECONDARY CONCENTRATE ------- `----------- - - RETURN PIPING BICARB RETURN PIPING fit II �I I R.O. RETURN PIPING II;I , 1 ------- ----_._.--- _.. - - - _ - - - - - - STATION I 1 I; I No. 18 I11 I, I B.S. TO PROVIDE UNION AT ;I► 1. --.-._...._. - MODULE LINE CROSSOVERS (G.C. TO CONNECT AT JOBSITE) Il i ,i --- - (TYPICAL ALL MODULE LINES) I I I ' I.II r ---- - -------- ----- - -- -------- -------- -------- r r ;1 STAA0N II [ 19 I ;t -- - - - - - - ---- - - - -- - -�---- r I f. I�iI III 'll R.O. BOX I1;) 1' I I (TYPICAL 24 r I' I PLACES) I.' II STAT104 _-- STATION' STATION STATION ; STATION I ; I� No.20 No.21 No.2 �No.23: III No.24 �❑° _ .._ III --------- ...... Irfl � III ;� ---- _-- ------ ------ -= ---- —-------------------------------------. — -- —— -- -—-—-— - —---. — — — .—..--- — — -� - DIALYSIS PIPING PLAN SCALE: 3/16" = 1'-0" — R.O. SUPPLY AND RETURN PIPING CAPPED AND RAN EXPOSED TO ABOVE CEILING. G.C. TO CONNECT AT THIS POINT AND FHQNncu AKIn !NJCTAI I PIPING TO PRIMARY CONCENTRATE SUPPLY AND RETURN PIPING, SECONDARY CONCENTRATE SUPPLY AND RETURN PIPING, AND BICARB SUPPLY AND RETURN PIPING CAPPED AND RAN EXPOSED TO ABOVE CEILING. G.C. TO CONNECT AT THIS POINT AND FURNISH AND INSTALL PIPING TO EQUIPMENT IN WATER ROOM. PRIMARY CONCENTRATE SUPPLY PIPING PRIMARY CONCENTRATE RETURN PIPING SECONDARY CONCENTRATE SUPPLY PIPING SECONDARY CONCENTRATE RETURN PIPING I ^_rr_ r% 1.) R.O. PIPING SHALL BE 1" SCHEDULE 80 CPVC, GRAY. 2.) PRIMARY CONCENTRATE, SECONDARY CONCENTRATE AND BICARB PIPING SHALL BE 3/4% SCHEDULE 80 CPVC, GRAY, 3.) NO 90' FITTINGS SHALL BE USED IN DIALYSIS LOOP PIPING SYSTEM. 4.) ALL DIALYSIS LOOP PIPING SHALL BE LABELED VAfH "FUNCTION" AND "SUPPLY OR RETURN" FOR PRIMARY AND SECONDARY CONCENTRATE_ SUPPLY/RETURN LINES, BICARB SUPPLY/RETURN LINES AND R.O. SUPPLY/RETURN LINES. 5.) 25 psi PRESSURE TEST FOR R.O. CONCENTRATE (PRIMARY AND SECONDARY, AND BICARB PIPING TEST SHALL BE CONDUCTED TO MAINTAIN PRESSURE OVERNIGHT TO VERIFY NO LEAKS ARE PRESENT, 6.) EXTRA CARE SHALL BE TAKEN IN PRE -CONSTRUCTION STORAGE OF THE CPVC PIPING, FITTINGS AND 'VALVE SO AS NOT TO EXPOSE TO DIRECT SUNLIGHT OR ULTRAVIOLET RAYS AS THIS MATERIAL CONTAINS NO ULTRAVIOLET INHIBITORS, STORE IN COOL, DRY AND DARK LOCATION UNTIL INSTALLED. PROTECT FROM DIRECT SUNLIGHT AND ULTRAVIOLET RAYS DURING AND AFTER INSTALLATION. 7.) IT IS EXTREMELY IMPORTANT THAT THE 1/4% R.O. HOOK-UP TO LOOP TO DIALYSIS BOX BE A MAXIMUM OF 6" LONG. 8.) ALL CUTS AND GLUED CONNECTIONS ON THE PVC TO BE SMOOTH, SQUARE AND NO GAPS. 1 r— -,, r— L I M - — — — - R.O. PIPING BICARB PIPING - - — - — - - PRIMARY CONCENTRATE PIPING ------------- SECONDARY CONCENTRATE PIPING AGEENCY APPROVAL These pri^[s cQiP, j%, svi^it the Act of 19i9 rci;str ctian Gcdn and ae`: ,a to t„_ cI's.:iag Cfii?r13. L� Aliov,,abir, No,. 1 Of F!Qors l .j(1 Vend Vel i. Fir i?aF6:a of TJ Ext. V Ifs Floor Load -- Approval Dato 01126/ 05 PSI I, od1i1ca. r Di: ion DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR r I i z 0 I OL J 0 t I w � z �--� 0 J W m E-t (n Q z o Q � � z O_ � Z Q CL cl- \J� V V W �— a Q __J < Q O W � f��yyI T— F-+-1 X W V Z O J ^ a t� t� r7 Cp T EIS z r� o „ Q � A �a r-. ,n r I,-) O U l o !j 0 m -- -- ENGINEER RAJNI T. PARIKH, P.E. LIC. No. 0042260 MODEL No. 77I 11 DS900 FILE NAME D9305 M DRA1'rN BY DATE G- MALCOIM 12-22-04 CHECKED BY DATE SCALE REV. DATE 3/161, DR'NG, No. P-5 SHEET OF 30 35 Joe No. HAND. 3 B.S. TO RUN GAS PIPING TO THIS ---- ' POINT, STUB THROUGH ROOF, AND END NTH A GAS COCK. G.C. TO FURNISH AND INSTALL GAS _ _ - _ _ -- _ PIPING, STARTING WITH A UNION, - - - - - - - - - - - - - - - - - -- - - - - - — FROM THIS POINT TO FINAL CONNECTION AT HN.A.C. UNIT, INCLUDING GAS COCK 4' AND DIRT LEG. B.S. TO PROVIDE UNION I�..-♦- - • - - • AT MODULE LINE CROSSOVER r o " ---- ---- ----_t I OF GAS PIPE. MECHANICAL �- 1 's/4" GAS - 2" GAS PIPE 1 1/4" GAS ( CONTRACTOR TO CONNECT PIPE ABOVE ABOVE CEILING BY G.C. ; --- AT JOBSITE. CEILING L a ------------ T 1 1/2" GAS PIPE 1 1/4" GAS PIPE ABOVE HN.A.C. UNIT ABOVE CEILING CEILING TO WATER HEATER No. AC-2 - - - - - - - - - - - - ON ROOF - - - - - - - — - - - - - - - - - - - - - - I B.S. TO PROVIDE UNION:A AT MODULE LINE CROSSOVER OF GAS PIPE. MECHANICAL ' CONTRACTOR TO CONNECT AT JOBSITE. B.S. TO RUN GAS PIPING TO THIS POINT, STUB THROl1GH ROOF, �` ( B.S. TO PROVIDE UNION AND END 1'ATH A GAS COCK. ( AT MODULE LINE CROSSOVER G.C. TO FURNISH AND INSTALL GAS OF GAS PIPE. MECHANICAL PIPING, STARTING WITH A UNION, ( CONTRACTOR TO CONNECT FROM THIS POINT TO FINAL AT JOBSITE. - - - - - - - - - - - - - - - - - - CONNECTION AT HN.A.C. - - - --- - - - - - - - - — - - - - - - - UNIT, INCLUDING GAS COCK AND DIRT LEG. --------- ---- --- -t H.V.A.C. UNIT 1 1/4" GAS o 1 1/4" GAS No. AC-3 BY G.C. `-- --'' PIPE ABO'1E 1 1/2" GAS PIPE ON ROOF CEILING ( ABOVE CEILING B.S. TO RUN GAS PIPING TO THIS ' _"-"- "-----"-- ---, t POINT, STUB THROUGH ROOF, t-----_�_� AND END WTH A GAS COCK. __ - _ ( 1 1/4- GAS I G.C. TO FURNISH AND INSTALL GAS B.S. TO PROVIDE UNION PIPE ABOV� PIPING, STARTING WITH A UNION, � ' H.V.A.C. UNIT AT MODULE LINE CROSSOVER CEILING No. AC-4 OF GAS PIPE. MECHANICAL ( FROM THIS POINT TO FINAL I t_--------"" ----- � � ON ROOF CONTRACTOR TO CONNECT CONNECTION AT HN.A.C. z _ _ _ _ _ _ _ _ _ - AT JOBSITE. UNIT, INCLUDING GAS COCK — - - - - - - ' - - - - -- -- - - - - - - - - - -� - 1 1/4" GAS AND DIRT LEG. � BY G.C. — . — — . — — . — / 1 1/4" GAS PIPING, STARTING WITH A UNION, �(E _-------- - ---- G.C. TO FURNISH AND INSTALL GAS 1 1 4" GAS ; BY G.C. ; -; ; ; ; PIPE ABO`E FROM THIS POINT TO FINAL CEILING CONNECTION AT HN A.C. UNIT, B.S. TO PROVIDE UNION INCLUDING GAS COCK AND DIRT LEG. `---------------___-' ! AT MODULE LINE CROSSOVER B.S. TO RUN GAS PIPING TO THIS � � OF GAS PIPE. MECHANICAL POINT,D END COCK. TH A GAS ROOF, THROUGH H.V.A.C. UNIT K. No.H.V.A.C. AC-1 CONTRACTOR TO CONNECT A AT JOBSITE. ON ROOF _. _ - - .-_ _ - - _ _—- - - - _ - - - - _ - I 1 GAS PIPING PLAN SCALE: 3/16" = l'-O" u I U � � z 2" GAS PIPE EXPOSEDTO CEILING ABOVE wm Cn �¢ SEE SITE SPECIFIC PLANSCD FOR EXACT LOCATION OF Q GAS METER BY G-C. z O n Q O ►-� cn `�f n � N Gn Q o w x wz Ld ~ � v � J rn 0 o t-_ .ri ry z r� X 0 tv � 00 o M O w AGENCY APPROVAL Tit.TiNmc w7n- 5 or r vi.t +I rE ri as r c , ('.9t3 Ccns,r -I Cc,..> , i_,,• ENGINEER criteria; 1L' RAJNI T. PARiKH, P.E. Const• Type LC. No. 0042260 13 77111 DS900 1.0 FILE NAME `hind,- Va!-ciiy - D93107-M �irF ;? tittg of (l Ex.L V!a.Ps w�^ DRAWN BY DA I E Floor Lead ='0 G. MALCOM 12-22-04 Approval Date 0 1/2 6/ 05 CHECKED BY DATE PSf A!oUulwr Divsicn SCALE REV. DATE 3/16" = 1'-0" DRWG. No. DENOTES WORK TO BE DONE IN THE FIELD P-7 BY GENERAL CONTRACTOR SHEET OF BY MADISON FIELD ERECTOR 32 3 JG3 No. HAND L l , t i I 8 J 0 � CA J J HY.A.C. PLAN SCALE: 3/16" = 1'-0" MODULE LINE CROSSOVER BY B.S. MODULE LINE CROSSOVER BY B.S. MODULE LINE CROSSOVER BY B.S. 0 cfm R/A RU DOOR I LLE HV.A.C. EQUIPMENT SCHEDULE = SUPPLED BY I = INSTALLED BY KEY DESCRIPTION QTY, S I A TRANE PACKAGED GAS / ELECTRIC ROOFTOP UNIT (6 TON) 4 B.S. B.S. MODEL No. YSC-072-A.3-R-61-A-AA-0000-C-2-000000, WTH (BAYECON085A) ECONOMIZER COOLING = 72,000 HEATING = 120,000 in, 97,200 out SEER = 10.1 (208V/30/60) MCA = 32.2 MOCP = 50 AMPS B OPEN C TRANE No. BAYSENS019B, PROGRAMMABLE THERMOSTATS 4 B.S. B.S. FOR H.V.A.C. UNITS. D INNOVAIR No. DHIOOACDCI, DUCT SMOKE DETECTOR WITH 4 B.S. B.S. No. ST-3 SAMPLING TUBE, OR EQUAL E H.V.A.C. DUCT DETECTOR ALARM - TO CONSIST OF 4 B.S. B.S. (1) 4" x 4" BOX, (1) SYSTEM SENSOR No. SSK451, MULTI - SIGNALING ACCESSORY PANEL WITH KEY TEST AND RESET, AUDIBLE ALARM, PO"ER, TROUBLE & ALARM LIGHTS, SYSTEM SENSOR No. PS24LOW, ADD -ON STROBE, AND SYSTEM SENSOR No. PS12/24SLENSW, SMOKE LENS OPTION F BROAN EXHAUST FAN No. S130 WITH 4°0 DUCT AND ROOF 5 B.S. B.S. CAP [130 CFM] G EXHAUST FAN - GREENHECK MODEL No. G-75, 2 B.S. B.S. 1/25 hp, 200 CFM ® .375 S.P. 120V/10/60 MCA = 4.4 MOCP = 15 AMPS H PLUS MODEL No. TT,1S-8-24% 24"-3-26, 24" x 24" LAY -IN 16 B.S. B.S. MOUNT TYPE 3 SUPPLY AIR DIFFUSER WTH 8"4 NECK, 4-WAYi BLOW PATTERN, AND WHITE FINISH HI TITUS MODEL No. TMS-8-24"x 24"-3-26-3SB, 24" x 24" 19 B.S. B.S. LAY -IN MOUNT TYPE 3 SUPPLY AIR DIFFUSER YdTH 8" 4 NECK 3-WAY BLOW PATTERN, AND PMITE FINISH I TITUS MODEL No. TMS-6-24"x 24"-3-26, 24" x 24" LAY -IN 10 B.S. B.S. MOUNT TYPE 3 SUPPLY AIR DIFFUSER WITH 6"4 NECK, 44AY BLOW PATTERN, AND ,',HITE FINISH J CONKLIN No. 702, TWIST -IN COLLAR, 6"4 WITH BEAD, NOT 12 B.S. B.S. CRIMPS. ADJUSTABLE DAMPER INCLUDED. K TITUS MODEL No. 350-RL, LAY -IN MOUNT, TYPE 3, 4 B.S. B.S. 48" x 24", RETURN AIR GRILL WITH WHITE FINISH L TITUS MODEL No. 350-RL, LAY -IN MOUNT, TYPE 3, 3 B.S. B.S. 24" x 24", RERJRN AIR GRILL WTH 4,'HITE FINISH M CONKLIN No. 702, TWIST -IN COLLAR, 8"0 WITH BEAD, NOT 35 B.S. B.S. CRIMPS. ADJUSTABLE DAMPER INCLUDED. N T1TUS MODEL No. 350-RL, LAY -IN MOUNT, TYPE 3, 2 B.S. B.S. 12" x 12" RETURN AIR GRILL',41TH VHITE FINISH 0 TITUS MODEL No. 301-RS, SURFACE MOUNT, TYPE 1, 4 B.S. B.S. 8" x 14", SUPPLY AIR DIFFUSER WTH WHITE FINISH. 01 TITUS MODEL No. 301-RS, SURFACE MOUNT, TYPE 1, 2 B.S. B.S. 8" x 12", SUPPLY AIR DIFFUSER WITH 1'i'HITE FINISH. P TITUS MODEL No. 350-RL, SURFACE MOUNT, TYPE 1, 2 B.S. B.S. 8" x 16", RETURN AIR GRILL WITH WHITE FINISH Q CONKUN No. 413, FLOOR REGISTER BOX, 8"4 ROUND YtITH I B.S. B.S. BEAD, NOT CRIMPS, TO 8" x 14" YITH 1/2" FLANGE. Q1 CONKLIN No. 413, FLOOR REGISTER BOX, 6" 4 ROUND WITH 2 B.S. B.S. BEAD, NOT CRIMPS, TO 8" x 12" WTH 1/2" FLANGE. R CONKLIN No. 413, FLOOR REGISTER BOX, 10"4 ROUND WTH 2 B.S. B.S. BEAD, NOT CRIMPS, TO 8" x 16" WITH 1/2" FLANGE. S CONKLIN No. 702, TWIST -IN COLLAR, 10"4 WITH BEAD, NOT 4 B.S. B.S. CRIMPS. WHOUT DAMPER. T CONKLIN No. 702, IYOST-IN COLLAR, 8"4 WITH BEAD, NOI 1 B.S. B.S. CRIMPS, WTHOUT DAMPER. NOTE: SMOKE DETECTORS TO BE LOCATED IN SUPPLY AIR DUCT NOTE ALL SUPPLY AND RETURN AIR GRILLES TO BE INSULATED V4TH FOIL BACKED FIBERGLASS INSULATION. LEGEND RS REMOTE SENSOR SMOKE DETECTOR WITH SAMPLING TUBE H.V. & A.C. THERMOSTAT SUPPLY AIR DIFFUSER zRETURN AIR EXHAUST FAN F/A FRESH AIR S/A SUPPLY AIR R/A RETURN AIR CFM CUBIC FEET/MIN. B.S. BUILDING SUPPLIER - MADISON INDUSTRIES G.C. GENERAL CONTRACTOR --------AGENCY APPROVAL These prints cc;aply 5 the Florida M1'nufacturcd 8:.=ild:nt �;�it� d 1 Act of 1979 Co7stracfion Cede and adh>re to the foil^: criteria: Ly Con'st.Type I. r, Occupancy - Allo•rrab!e Of Floors 1-5 S Wind VeiOCicJ Fire Rating of 0 i Exi.:°la11s i Floor Load ifl Approval Dare 12 f, 01 �. )5 PSI Mlodular Divsioli DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR r m w Q 0 U � � z 0 W m V) E-4 Q C/D (=]l � z QH O n d Q � N � Q Q CO w � P4 x w z a o U a 2 0 o n` Q u> cD r- r z cD Q V) w r co � Q- rz o L CD 0 Q 0 Fro" 0 m r ENGINEER RAJNI T. PARIKH, P.E. UC. No. 0042260 MODEL No. 77111 DS900 FILE NAME D9401 _FL DRAWN BY DATE G. MALCOM 12-22-04 CHECKED BY DATE SCALE REV. DATE 3/16" = DRWG. No. H-1 SHEET OF 34 35 JOB No. HAND w � ' ' � � = ' � ` ~ �~ � - ~ ' w/ --- ---�— '' ' — �� `----~--^--- r '-- ----�— | � \ \ � � � ' � \ | � , ` | � | � �